EPA-440/9-75-006
METHODS OF QUICKLY VEGETATING
    SOILS OF LOW PRODUCTIVITY,
      CONSTRUCTION ACTIVITIES
    U.S. ENVIRONMENTAL PROTECTION AGENCY
       Office of Wiiler Planning and Standards
             Washington, D.C. 20460

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     This report is  issued  under  Section 304(e)(2)(C)  of Public Law
92-500.  This Section  provides:

     "The Administrator,  after  consultation with appropriate Federal
     and State agencies and other interested persons,  shall issue to
     appropriate Federal  agencies,  the  States,  water pollution con-
     trol agencies,  and agencies  designated under Section 208 of
     this Act, within  one year  after  the effective date of this sub-
     section (and from time to  time thereafter) information includ-
     ing. .. (2) processes, procedures, and methods to control pollu-
     tion resulting  from  -

     (C) all construction activity, including runoff from the
     facilities resulting from  such construction;..."

     This publication  is  the second in  a series issued under Section
304(e)(2)(C) of Public Law  92-500 concerning the control of water
pollution from construction activity.   The first report, "Processes,
Procedures and Methods to Control Pollution From All Construction
Activity", was issued  in  October  1973 (Publication No. EPA-430/9-73-007).

     This report was prepared for use by planners, engineers, and resource
managers who want to provide for  the establishment of  vegetation on low
productivity soils that have been disturbed by  construction activities.
Gullies, muddy water,  and sediment  deposits near construction areas attest
to the need for such protective vegetative covers.  Finished slopes
quickly erode unless stabilized by  vegetation.

     Luxuriant vegetation is perhaps the best way to protect soil surfaces.
Areas of low soil productivity exist, however,  that will not readily
support dense vegetation  because  of low rainfall, low  temperatures, steep
or unstable slopes, soils of low  iniierent fertility, or toxic soil condi-
tions.   When these particular conditions occur, technology must be applied
with more precision before  a successful stand of vegetation can be achieved,

                                        Mark A,  Pisano, Director
                                        Water Planning  Division
                  For sale by the Superintendent ol Documents. U.S. Government Printing Office
                             Washington, D.C. 2M02 - Price $6.40

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EPA-440/9-75-006
    METHODS OF QUICKLY VEGETATING SOILS  OF
  LOW PRODUCTIVITY, CONSTRUCTION ACTIVITIES
                      July 1975
      U.S. ENVIRONMENTAL PROTECTION AGENCY
         Office of Water Planning and Standards
                Washington, D.C. 20460

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The Environmental Protection Agency has reviewed this report



and approved it for publication.  Mention of trade names or



commercial products does not constitute endorsement or recom-




mendation for use.
                              ii

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                           TABLE OF CONTENTS
Acknowledgements 	 .........    xvii

Summaryt 	       1

I.     An Introduction to the Manual	       3

       A*  Scope	       3
       B.  Depth and Detail of Coverage	       5
       C.  Characterization of Soils Low in Productivity ...       6
       D.  Operating Assumptions	       9
       B.  How to Use the Manual	      10

II.    Practical Procedures for Establishing and Maintaining
         Vegetation	      13

       A.  Introduction	      13
       B.  Planning for Establishment of Vegetation	      14
       C.  Engineering Design Planning to Control Erosion. . .      20
       D.  Mulching	      24
       E.  Other Practical Procedures. ... 	      27
       F.  Additional References	      27

III.   Fundamental Technology for Establishing and Maintaining
         Vegetation	 .      31

       A.  Introduction	      31
       B.  Plant Environments and Construction	      33
       C.  Climate and Plant Growth	      36
       D.  Soil Productivity	• • •      42
       E.  Soil Surveys and Their Use for Construction
             Activities	      48
       F.  Engineering Erosion Control Criteria	      52
       6.  Physical Plant Bed Parameters	      S3
       H.  Nutrient Plant Bed Parameters	• .      63
       I.  Sediment Control and Urbanization	      66
       J»  Seed and Plant Selection. .............      71
       K.  Seeding, Planting, and Sodding.	      77
       L.  Mulches	      84
       M.  Maintenance of Vegetation	      84
       N.  Additional References	      86
                                  ill

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                     TABLE OF CONTENTS (Continued)
IV.    Documented Examples of Successful Procedures for
         Establishing Vegetation 	     91

       A.  Introduction	     91
       B.  Documented Examples 	     94

           California—Demonstration Area Number 1 ......     95
           Idaho—Demonstration Area Number 2	    127
           New Mexico--Demonstration Area Number 3 	    149
           Colorado—Demonstration Area Number 4 	    167
           Texas—Demonstration Area Number 5	    177
           Mississippi—Demonstration Area Number 6	    197
           West Virginia—Demonstration Area Number 7. ....    213
           Virginia—Demonstration Area Number 8 .......    235
           Massachusetts—Demonstration Area Number 9. . . . .    259
           Alaska—Demonstration Area Number 10	    277

V.     Supplementary Information	    305

       A.  Location of State Extension Service Directors . . .    305
       B.  State Agricultural Experiment Station Directors . .    311
       C.  State Conservationists Offices of the U.S.  Soil
             Conservation Service	    315
       D.  State Highway Department Locations	    320
       E.  State Departments of Agriculture	    326
       F.  U.S. Forest Service:   National Forest Regions,
             Research Units, and Region Offices of State
             and Private Forestry	    332
       6.  Plant Materials Centers, Soil Conservation  Service,
             and Cooperating Agencies.	    334
       H.  Transportation Research Information Service ....    334
       I.  Resource Associations and Organizations 	    335
       J.  Selection and Limitations of Mulching Materials for
             Stabilizing Critical Areas	    348
       K.  Representative Soil Test Interpretations for Lime,
             Nitrogen,  Phosphorus,  and  Potassium 	  .    369
       L.  Seed and Seeding Data for Grasses,  Forbs, Legumes,
             and Shrubs Adapted  to the  17 Western States .  .  .    377
                                  iv

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                     TABLE OF CONTENTS (Concluded)
       M.  Characteristics and Seeding Recommendations for
             Grasses and Legumes Adapted to the Midwestern
             United States 	    378
       N.  Scientific Names of Plants Mentioned	    408
       0.  Conversion Factors	•	••    413
       P.  Definition of Terms Used in This Manual	    427
       Q.  General References	    448

VI.    Additional Contributors	• •    459

       A.  General	    459
       B.  National Organizations. ...•• 	 •*.    461
       C.  Federal Agencies	    462
       D.  State Agencies	    464
       E.  Private Finns	 .    465
       F.  Land-Grant Universities 	    465

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                            LIST OF FIGURES
No.                              Title                           Page

  1     Rill Erosion on a Finished Slope in Virginia is
         Representative of the Problems of Soil Surface
         Stabilization on Construction Sites  	      4

  2     Map of the United States Showing the Location of the
         10 Demonstration Areas	      7

  3     A Seeding of Perennial Vegetation Should be Applied as
         Soon as Final Grade Has Been Established	     16

  4     Water Barriers Were Constructed Along This Firebreak to
         Control Erosion and Sediment.	     22

  5     Stabilizing Cut Slopes with Mulch and Vegetation Along
         Roadsides is Difficult Because of Unproductive Soils
         and Steep Slopes; in Places Stones Interfere with
         Rapid Establishment of Vegetation	      26

  6     Graph Shows Cover Classification of the Groups of
         Materials Which Can be Used to Protect the
         Disturbed Soils From Erosion	     32

  7     Effective Slope Grade Can Be Reduced by Benching
         (stair-step grading), as Shown Here in West
         Virginia	     34

  8     General Relationships Among Effective Precipitation,
         Vegetation, and Sediment Yield	     38

  9     The Zones of Plant Hardiness—Numbers 1 Through 10
         Reference the Temperature-Plant Relationships,
         Examples of Which are Found on the Next Page	     39

10     Plant Growth Regions of the United States 	     41

11     General Soil Map of the United States Showing the 10
         Soil Orders and 47 Soil Suborders	     46

12     Parent Materials Map of the United States	     49
                                   vi

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                      LIST OF FIGURES (Continued)
No.                              Title                           Page

13     Fertilizing a New Seeding According to the Results of
         a Soil Test Increases Plant Density by 157. the 1st
         Year and by More than 5% the Following 2 Years. ...     67

14a    Effect of Construction Intensity and Drainage Area on
         Sediment Yield	     69

14b    Generalized Schematic Diagram of Sediment Yield as a
         Function of Ground Cover Density	     72

15     Parameters and Examples of Classifying Grasses and
         Legumes	     73

16     The Original Seeding Had Failed on This Fill Slope. . .     76

17     Land Resource Regions and Major Land Resource Areas of
         the United States (exclusive of Alaska and Hawaii). .     78

18     Soil Loss on Two Soils with Different Rates of Infil-
         tration as Related to Straw Mulch Rates	     85

19     Location of Streamflow and Sediment Stations in Lake
         Tahoe Basin	     97

20     The Demonstration Site on Luther Pass in the Sierra
         Nevada Mountains of California, Before Willow
         Wattles were Planted	     98

21     The Demonstration Site in the Sierra Nevada Mountains
         of California and the Soil Great Group of Cryumbrepts
         to Which the Technology Applies	     99

22     Lake Tahoe Region, Showing the Topography, Mean Annual
         Precipitation, and Demonstration Site No. 1 on
         Luther Pass	    101

23     Breast Walls (rock rubble) Vegetation Stabilization . .    107

24     Wattling Installation—Schematic Diagram Adapted from
         Leiser et al., 1974a	    109
                                  vii

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                      LIST OF FIGURES  (Continued)
No.                              Title

47     Cut and Fill Slopes in Mississippi Should be Estab-
          lished at a Grade of 4:1  (14 degrees, 25%) or Less
          of the Semitropical Climate, High Rainfall, and
          Erodible Soils	    202

48     A  Part of the Same 3:1 Slope as in Figure 47 That is
          Being Topsoiled	    203

49     A  Fart of the Same 3:1 Slope as in Figures 47 and 48
          That is Being Mulched With Fiberglass Over the
          Seeding	    204

50     Location of Experiments or Demonstrations in Kanawha
          County, West Virginia	    214

51     A  Steep Grade (2:1) in West Virginia was Given the
          Traditional Treatment of Smoothing, Fertilizing,
          and Seeding, but Failed for a Lack of Water-
          Control Structures and Insufficient Fertilizer
          and Mulch	     219

52     On This Steep Fill Slope on the 1-79 Corridor Near
          Frame and Jordon Creeks in West Virginia, the Ditch
          and Berm on the Right Side of the Road were Con-
          structed to Divert the Excess Water Away from the
         Adjacent Slope so it Could be Quickly Vegetated ...    221

53     On Cut Slopes of 2:1 and Steeper, the Bench and Stair-
          step Design of Grading Permits the More Rapid Estab-
          lishment of Vegetation for Control of Sediment. ...    223

54     A  Fill Slope on Which the Soil has Just Been Overcast
         and Allowed to Seek Its Own Angle of Repose is a
         Better Plant Bed Than One That has Been "Manicured"
         With Heavy Equipment	    229

55     The Sane Fill Slope as in Figure 54 That has Been
         Benched and Seeded.  .................    230

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                      LIST OF FIGURES (Continued)
No.                              Title                           Page

56     Location of Demonstrations on Establishing Roadside
         Vegetation in Halifax County, Virginia	     236

57     Both Plots Received the Same Treatments Except That on
         the Right no Phosphorus Fertilizer was Applied. . .  .     243

58     With no Maintenance Application of Lime and
         Fertilizer on a Piedmont Plateau 1:1 Slope,
         Sericea Lespedeza is Crowding Out Kentucky-31
         Fescuegrass, and Native Trees and Shrubs are
         Replacing the Sericea Lespedeza	» . .  .     247

59     Weeping Lovegrass has Been Successively Established
         on a Grooved, 1:1 South Slope in About 2 Months
         from Time of Summer Seeding	     249

60     Erosion Control in Grassed Waterways, Pond Embankments
         and Spillway in Halifax County, Virginia (Piedmont
         Plateau)	     252

61     Locations Where Research Results are Documented as
         Discussed in the Summary	     260

62     A Hydroseeder Spreading a Mulch and Seed Slurry on a
         Fill Slope on Route 81 South of Winchester,
         Massachusetts	     264

63     A Close-Up of the Same Kind of Hydroseeding Operation
         as in Figure 62, on Route 659 Near Harrisonburg,
         Massachusetts 	    265

64     In Wooded Areas Such as Massachusetts, Local Trees and
         Shrubs Can Readily be Chipped for Use as a Mulch to
         Stabilize Surface Slopes Until Perennial Vegetation
         is Well Established	    270

65     Woodchips and Woodbark Can be  Spread Uniformly by a
         Mechanical Spreader on Construction Slopes.  .....    271
                                   xi

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                      LIST OF FIGURES  (Continued)
No.                              Title                           Page

66     Details Along  the Alaskan Pipeline from Prudhoe Bay
         Oil Fields to Valdex, a Warm-Water Port on the
         Pacific Ocean, a Distance of 789 Miles	    278

67     Demonstration Area No. 10 in Central Alaska	    280

68     Soils With Moderate Limitations Due to Excess
         Moisture	    282

69     Soils With Severe Limitations Due to Excess Moisture. .    283

70     Typical Record of Ice in Permafrost	    285

71     Illustrations of Terminology Used to Identify Charac-
         teristic Structural Classifications of Soil Features
         in Areas of Frozen Ground .. 	 .......    289

72     Location of the Relative Abundance of Permafrost in
         Alaska	    290

73     Gully Erosion in Alaska Resulting from Surface Waters
         Running Down a Constructed Pipeline .........    291

74     A Roadway Through Ice-Rich Soil, Even on Gentle Slopes,
         Often Erodes Because the Surface Waters Cannot Move
         Downward	    293

75     The Sane Roadway as in Figure 74 That has Been Seeded
         and Mulched With a Layer of Excelsior 	    294

76     The Same Road as in Figures 74 and 75, Showing an
         Excellent Stand of Adapted Grasses	    295

77     Map Used With Table 26 to Determine Lime Need for
         Mineral Soil	    370

78a    Conversion of Tons to Acre-Feet for Various Volume
         Weights   	    415
                                  xii

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                      LIST OF FIGURES (Concluded)
No.                              Title                           Page

78b    Conversion of Tons to Acre-Feet for Various Volume
         Weights	    416

79     Graph Showing the Percentages of Sand, Silt, and Clay
         In the Soil Textural Classes	    445
                                  xtll

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                            LIST OF TABLES
No.                              Title                           Page

 1     Summary of Extent of Soil Great Groups in the 10
         Demonstration Areas of Section IV ..........     45

 2     A Comparison of the USDA Textural Class, the Unified
         System, and the AASHO System With Horizons of
         Applying Series 	     51

 3     Engineering Erosion Control Criteria	     54

 4     A Comparison of Topsoil Characteristics Specified by
         the Highway Departments in Maryland, Minnesota,
         and Utah	     64

 5     Ecological Factors Limiting Rapid Establishment of
         Vegetation on the 10 Demonstration Sites	,     92

 6     Effect of Nutrient Application on Relative Growth of
         Blando Bromegrass on Decomposed Granite 	 .    120

 7     Sediment Yields Compared from Forest Roads, Timber
         Harvesting and from Undisturbed Forest in the
         Idaho Batholith	    136

 8     Grass Seeding Mixture and Seeding Rate	    137

 9     Seeding Establishment Means for Grass Species
         (1957 and 1958)	    137

10     Tree and Shrub Species Being Grown at the Lucky Peak
         Nursery for Soil Stabilization Purposes and Their
         Ecological Site Adaptation	    141

11     Plant Materials for Special Uses	    142

12     Grass Seeding Rates for the Major Vegetation Habitat
         Types	    143

13     pH of Selected Plots on the North-Facing Cut Slope on
         March 1969, 12 Months After Applying Lime	    192
                                  xiv

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                      LIST OF TABLES (Continued)
No,                              Title                           Page

14     Principal Soils of Low Productivity in Mississippi and
         Their Extent in the United States	    198

IS     Recommended Seeding Mixtures for Roadside Vegetation
         in Mississippi	    201

16     Monthly Probability for Successful Establishment of
         Recommended Species on Roadsides in Mississippi . . .    205

17     Recommended Mulch Material and Rate Per Acre as
         Influenced by Season of Year	    209

18     Recommended Species and Seeding Rates by Season for
         West Virginia Highways.	    226

19     Chemical Analysis of a Piedmont Subsoil from a Cut
         Slope Along U.S. Highway 58, 5 Years After Liming
         and Fertilizing to Establish Vegetative Cover for
         Erosion Control 	    241

20     Recommended Species and Seeding Rate by Season for
         Virginia Highways	 .    246

21     The Relationships of Vegetation, Channel Gradient, and
         Permissible (Nonerosive) Velocity of Water in Grassed
         Waterways	    251

22     Seeding Mixtures In Central Alaska for Disturbed Soils
         With Moderate Limitations Due to Excess Moisture. . .    297

23     Seeding Mixtures in Central Alaska for Disturbed Soils
         With Severe Limitations Due to Excess Moisture. . . .    298

24     Herbaceous Groundcovers for Interior Alaska ......    301

25     Woody Groundcovers for Interior Alaska	    302
                                  xv

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                      LIST OF TABLES (Concluded)


No.                              Title                           Page

26     The Quantity of Ground Limestone Recommended to Correct
         Soil Acidity as Related to Area of the State and pH
         Test Value (Mineral Soils Only) 	    371

27     The Quantity of Ground Limestone Recommended to Correct
         Soil Acidity as Related to the pH Test Value for
         Organic Soils (Peats and Mucks) 	    372

28     Amounts of Other Liming Materials Equivalent to 1 Ton
         of Ground Agricultural Limestone	    372

29     Interpretation of Soil Test Results	    373

30     Abbreviations Used in Seed and Seeding Table	    377

31     Conversion Factors for Hydraulic Volumes	    423

32     Greek Alphabet	    423

33     Map Scales and Area Equivalents	    424

34     Volume-Weight Conversions 	    425

35     A Conversion of Inches to Tenths of Feet	    426
                                 xvi

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                            ACKNOWLEDGMENTS
          This EPA manual was prepared by Midwest Research Institute,
Kansas City, Missouri. Principal authors were Mr. Francis William Bennett,
Senior Engineer for Agriculture and Environment; and Dr. Roy L. Donahue,
Consultant on Ecology and Environmental Sciences.  The work was performed
under the supervision of Dr. A. D. McElroy, Head, Waste Treatment and
Processes Control Section.  The project officer for EPA was Mr. Robert E.
Thronson.

          Three additional short-term consultants provided successful and
specific field documentation on establishment of vegetation on construc-
tion sites.  These men were:  Dr. Roy E. Blaser, Professor of Agronomy
for Virginia Polytechnic Institute and State University; Dr. William A.
Berg, Associate Professor of Soil Science for Colorado State University;
and Mr. Burgess L. Kay, Specialist in Wildland Seeding, Department of
Agronomy and Range Sciences, University of California.
                                 xvli

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                                SUMMARY
          The Environmental Protection Agency is issuing this manual on
"Methods of Quickly Vegetating Soils of Low Productivity, Construction
Activities," to assist the user in establishing protective stands of
perennial vegetation on soils disturbed by all types of construction
activities.  The vegetative cover will prevent sediment runoff and thus
minimize water pollution.

          To quickly establish good vegetative cover on any soil of low
productivity, one must know the climate; geological identification of
parent material and the characteristics of the overlying soil; the bio-
logical factors of seed and plant selection, fertilizing, seedbed prep-
aration, timely seeding, mulching, and perhaps irrigating.  Establish-
ment of vegetation can be most successful when conditions for plant growth
are considered during the planning, designing, and construction stages of
all soil-disturbing activities.*
   Note:  This manual will supplement information already issued under
            requirements of Section 304 (e),  (2), (C) of the Federal
            Water Pollution Control Act Amendments of 1972 (P.L.  92-500).

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                   I.  AN INTRODUCTION TO THE MANUAL
A.  Scope* ..... 	 ..... 	     3




B.  Depth and Detail of Coverage	     5




C.  Characterization of Soils Low in Productivity. ......     6




D.  Operating Assumptions	     9




E.  How to Use the Manual.	    10

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                   I.  AN INTRODUCTION TO THE MANUAL
          This manual was prepared for use by planners, engineers, and
resource managers who want to provide for the rapid establishment of
vegetation on low productivity soils that have been disturbed by con-
struction activities.  Gullies, muddy water, and sediment deposits near
construction areas attest to the need for such protective vegetative
covers.  Finished slopes quickly erode unless stabilized by vegetation
(Figure 1).

          Luxuriant vegetation is perhaps the best way to protect soil
surfaces.  Areas of low soil productivity exist, however, that will not
readily support dense vegetation because of low rainfall, low tempera-
tures, steep or unstable slopes, soils of low inherent fertility, or
toxic soil conditions.  When these particular conditions occur, tech-
nology must be applied with more precision before a successful stand of
vegetation can be achieved.

          The planner often has a limited knowledge of the technology
essential for the establishment of vegetation.  Resource information
given here is intended to help him by providing guidelines which have
a high potential of success when applied.
A.  Scope

          The manual is principally concerned with the establishment of
vegetation on construction sites where soils are infertile or of low
productivity, and which thus present an especially difficult challenge
to prevent sediment runoff.

          It is quite apparent that vegetation can be successfully es-
tablished only if certain minimum site requirements are met and that
success can be achieved much more readily if the minimum requirements
are exceeded.  For these reasons, this manual presents minimum stand-
ards that define the least favorable allowable site and/or soil condi-
tion which is judged to be acceptable for establishment of vegetation.
The functional purpose of this vegetation is to protect, quickly as well
as permanently, the exposed soil surfaces against erosive and mechani-
cal deteriorations.

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  i

Figure 1 - Rill Erosion on a Finished Slope in Virginia is
      Representative of the Problems of Soil Surface
          Stabilization on Construction Sites
               (Courtesy of Roy Blaser)

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          It is self-evident that a construction scar covered with vege-
tation is more pleasing to the eye than one that is actively eroding or
gullied.  This manual does not explicitly deal with aesthetics;  however,
this parameter cannot be ignored.  Planning for aesthetics does  not inter-
fere with functional protection of soil surfaces.  The manual encompasses
all construction sites within the 50 states on which erosion-preventing
vegetation cannot be quickly and permanently established without resort-
ing to special methods or procedures.  It does not deal with the construc-
tion site having fertile and productive soils, in which vegetation can be
readily established by standard procedures and maintained without resort
to special measures.  In this instance the planner need go no further
than easily identifiable local authorities, including the engineering/
construction companies, to obtain suitable erosion and sediment  control
plans and specifications.  The restriction of this manual to nonproduc-
tive soils poses the requirement that nonproductivity (or infertility)
be defined, a task which will be dealt with later in this section and in
Section III.  At this point it is appropriate to further restrict the
manual to soils which are infertile but which can be transformed to a
state of productivity by appropriate measures, which either have a per-
manent result or which achieve permanency  (of fertility) by periodic re-
newa1 p roc edure s.

          The scope of the manual explicitly covers the types of vegeta-
tion that are capable of attaining a stage of maturity and ground cover-
age within one growing season which will be an effective deterrent  to
erosion and transport of sediments.  Full maturity and complete  (or
permanent-state) coverage is expected within two to three growing seasons.
In many instances these conditions may be best met with combinations of
rapidly maturing annuals and more slowly maturing perennial vegetation,
the latter providing the permanent or long-range protection.  Grasses
and legumes are the principal types of vegetation considered  for con-
struction site stabilization.  At many construction sites, shrubs and
trees are essential ingredients  of soil stabilization.  When  planted
alone, these have little value in the short term for erosion  control,
but can be of great and lasting  value in the  long term.
B.  Degth and Detail of Coverage

          The reader is forewarned not to expect  to find a ready-made,
detailed solution of his specific site problem in this manual, although
the supporting documentation presented in Section IV will come close to
providing a detailed solution  for many similar situations.  The reader
should  instead look for guidelines which are generally applicable; for

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a general approach and analytic/planning methodology which he can use to
assure himself that no important factor has been neglected; for a rather
limited but useful amount of specific information on adapted and native
plant species, seedbed preparation, planting methods, soil modification
procedures, equipment, and soil surface stabilization; for a necessarily
concise discussion in a semitheoretical vein of the technology which ap-
plies to management of problem soils and establishment therein of vege-
tation; and above all, for sources of needed specific information, rang-
ing  from publications through agencies, universities, laboratories, and
individuals within these organizations.

           There  are several very good reasons  for avoiding the presenta-
tion of detailed solutions.  First and  foremost, innumerable "best"
solutions  would  be needed  to deal  effectively  with  the entire country.
Second,  such research developments as new plant species  tend to  outdate
the current detailed  solutions.   There  is also new  technology being  de-
veloped that is  available.  Lastly,  active involvement by experienced
persons in the planning process at the  local level  is perhaps the best
 assurance of success.  The manual is by no means offered as a substi-
 tute for local experience and Judgment, but rather  to supplement and
 reinforce.

           The manual does present, however, 10 detailed case studies
 (Section  IV) which apply to more than one-third of the United States
 land area.  These "demonstrations" are intended to be used as guide-
 line documentation of basic technology and procedural methodology, and
 as  sources of specific information on adapted plant species  for a par-
 ticular part of  the country, problems peculiar to  a region,  and situ-
 ation examples.  The reader will benefit  from reading all the case
 studies:   the problems and their  solutions differ  in detail throughout
 the country, but the approaches to  problem definition and the  founda-
 tion technology are  remarkably constant from  one part of the country
 to the next.   This lesson is a  singularly valuable output of the case
  studies  (Figure 2).
  C.  Characterization of Soils Low in Productivity

            Soils may be low in productivity for one or more of several
  reasons:

            1.  Lack of plant nutrient elements, principally nitrogen,
  phosphorus, and potassium in available forms.  If other factors are
  favorable,  this soil deficiency can be readily corrected.

            2.  Lack of  secondary or micronutrients.   This problem  can
  also be corrected but  is more  difficult  to  identify.

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Figure 2 - Map of the United States Showing the Location of the 10 Demonstration Areas

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          3.  Soil pH— too alkaline or too acidic.   A soil defect that
can be readily corrected in most cases, with difficulty in some cases,
or only with repeated treatments in isolated cases.

          4.  Low organic content.  A rootbed deficiency which can
usually be corrected.

          5.  Unfavorable soil conditions.  There may be too much sand
to retain adequate moisture or too much clay that has been compacted
by heavy machinery.  Such conditions can be corrected, but costs may be
high.

          6.  A high water table caused by inflow of water from slopes
or springs.  Local drainage ditches can usually be constructed to al-
leviate the problem.

          7.  Unfavorable aspect.  Direction of slope will influence
field exposure to sunlight, soil moisture regime, and  frost hazard which
cannot be corrected.   Suitable plant  species must be selected  for aspect
conditions.

          8.  Unfavorable climate—insufficient moisture,  short  growing
seasons,  or perhaps  extremes  of  temperature.   There may be a need to
start seedings with  supplemental  irrigation,  for mulching to conserve
moisture, or  for careful timing  in planting to take advantage  of sea-
 sonal moisture.   In  addition, adapted plant species must be  selected
 that can withstand extreme  ambient hot or cold temperatures  or short
 growing seasons.

           9.   Toxicity conditions other than acidity/alkalinity, e.g.,
 too high a concentration of selenium, boron, or total soluble salts.
 This can be difficult and expensive to correct, but is relatively un-
 common.  Adapted plant species will accommodate moderate toxic condi-
 tions .

           Soils classified as low in productivity are all soils which
 will  not, in the absence of  substantial remedial treatment, support both
 the  rapid establishment and  adequate maintenance of vegetative cover.
 "Substantial" is defined as  treatment in excess of normal area practice
 for  establishment of  turf  (or other vegetation in question) in topsoil
 typical of the  area.   In some areas,  turf can be established  success-
 fully in normal topsoil only if measures beyond normal  liming and ferti-
 lization are taken; such areas, for purposes of this manual, are consid-
 ered to be low  in productivity.
                                     8

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           The undisturbed topsoil at a construction site will  normally
 possess the inherent productivity typical of  the  region, subject  to  the
 variations caused by such factors as the  specific slope of  the site  and
 its aspect, and the recent cultural  background (natural forest, prairie',
 or recently exploited farmland,  fallow land,  or productive  farmland).
 A topsoil may not,  without substantial corrective measures  or  modifica-
 tion,  support the dense  cover and root systems needed  to protect  the
 construction site surface from erosion.   If such  is the case,  the top-
 soil is properly considered to be low in  productivity.

           Subsurface soil materials  (parent materials), which  are usually
 below  a depth of 2  ra (6  ft),  tend to be deficient in nitrogen  and organic
 matter.   They can generally be expected to be less than ideal  from a
 nutrient standpoint and  physically unsuitable for sustaining plant growth.
 Seldom will subsurface materials provide  an adequate environment  for
 plant  growth,  and as a result, they  usually will  be classed as infertile
 or nonproductive soils.

           Extremely rocky soils  will,  in  most instances, be viewed as
 permanently infertile unless  the rocky surfaces are covered with  fertile
 topsoil or with infertile earth  material  that can be treated.   Soils in
 arid areas are properly  classed  as not productive,  even though the lack
 of productivity may be principally caused by  a low rainfall.   They are
 considered in this  manual only where supplemental irrigation is possible
 to start new seedings or where seasonal moisture  is available  to  germi-
 nate the seeds.
D.  Operating Assumptions

          Unless otherwise specified, the following preconditions are
assumed in this manual:  construction slopes are no steeper than 2:1 (27
degrees, 50%) and have been designed for stability; surface and ground
water is controlled, and the slopes can be made suitable for rapidly
establishing vegetation.  It is also assumed that no toxins are present
to preclude plant growth; no fires will destroy the mulch; no wild ani-
mals or domestic animals will overgraze the plantings; and man will not
destroy the established vegetation with motorcycles, snowmobiles, auto-
mobiles, or by trampling with the feet.

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E.  HPW to Use the Manual

          As stated earlier, the manual has been developed primarily to
serve the needs of planners, engineers, and resource managers.  These
individuals have several needs, which vary, but may include all of the
following:

          1.  A management planning checklist or system which provides
a formal mechanism to make sure that all important aspects of the prob-
lems have been covered.  This system should include analyses which may
be needed prior to selecting a specific construction site, for develop-
ment of the site, and for planning for establishment and maintenance of
vegetation.

          2.  Information sources such as:

               a.  Professional expertise  in appropriate areas; soil
sciences, plant sciences, erosion control/water control, landscape plan-
ning and management.

               b.  Laboratories for soil nutrient  analysis.

               c.  Publications, agency reports, and other documenta-
 tion on subjects  such as:    (1)  soil  and geologic  information;  (2)
 compendia on  adapted plant  species;  (3) climatic factors;  rainfall  and
 temperature by season;  (4)  seedbed  preparation,  fertilization,  seeding,
 and mulching; (5) equipment;  and (6)  plant maintenance;  irrigation,
 fertilization,  pest  control,  periodic harvesting,  mowing or spraying
 for weeds, and reseeding.

           these sources of information are cited liberally throughout
 the remaining sections of the manual, and are centrally listed in Sec-
 tion V.

           3.   A rudimentary background in the scientific technology of
 plant propagation.  This manual is constructed to provide that need;
 and in addition, to supply references to  numerous publications which
 treat specific subjects in detail.  Sections 111 and IV in particular
 will be useful to the reader in this connection.

           4.  Examples of vegetative establishment presented in suffi-
 cient detail to tailor a course of action patterned after plans which
 have succeeded, whether the details of the exemplary plans specifically
 match his needs or  not.  These examples are presented in Section IV.
                                    10

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          The user of  this manual  Is advised now to proceed approxi-
mately as follows:

          a.  Consult  Section III  first to gain a general education in
the science of soils in relation to propagating vegetation under dif-
ficult circumstances.

          b.  Evaluate the documented examples of successful establish-
ment of vegetation in  Section IV.

          c.  Use Section 11 to develop methodology for evaluating and
analyzing the problem  or situation which must be specifically dealt
with, determine needs, and prepare a general plan for vegetation.

          d.  Develop a detailed plan,  using Section II, for planting
the site and maintaining the vegetative cover.

          e.  Where information is lacking, or needs additional support,
consult Section V.
                                  11

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 II.  PRACTICAL PROCEDURES FOR ESTABLISHING AND MAINTAINING VEGETATION
A.  Introduction 	 •••••••. 	    13




B.  Planning for Establishment of Vegetation 	    14




C.  Engineering Design Planning to Control Erosion 	    20




D.  Mulching	    24




E.  Other Practical Procedures .. 	    27




F.  Additional References	    27

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             II.  PRACTICAL PROCEDURES FOR ESTABLISHING AND
                            MAINTAINING VEGETATION
A.  Introduction

          Vegetation for erosion and sediment control purposes should be
an integral part of planning and design phases for all earth construc-
tion activities.  At each new site, variations in weather, topography,
and soil and geologic materials govern the options available for the
successful establishment of plants.  Basic steps, however, can be form-
ulated.

          Some materials, such as shifting dune sands, hard rock sur-
faces, alkali soils, permanently frozen tundra, desert areas, or rapidly
eroding soils, do not readily support the soil-binding plants.  On steep
slopes such materials may have to be held in place with mechanical struc-
tures such as concrete retaining walls or asphalt or stone blankets.
Sites that are marginal for stabilizing with vegetation alone can be
successfully held in place by a combination of mechanical and vegeta-
tive practices.

          Plants have their limitations.  Many grasses have a shallow
root system and are for that reason not effective in preventing surface
creep.  Certain deep-rooted trees and shrubs must be planted on such
sites.  In contrast, most adapted grasses can quickly become established
on stable slopes and will prevent more surface erosion during the first
few years than can trees or shrubs.

          Each species of grass, legume, shrub, or tree has its cli-
matic, physiographic, and biologic limitation.  Moisture, light, tem-
perature, elevation, aspect, balance of essential nutrients, and plant
competition are ecological parameters that favor or restrict all plant
species.  Each species selected for a particular site must therefore be
adapted to all existing factors of the habitat, or man must so manipulate
those factors to make them favorable.  Examples of modifying the habitat
to make conditions more favorable for specified plant species are the
liming of acid soils and the fertilizing of infertile soils.  Such manip-
ulation of the site conditions will broaden the option of adapted plant
species.

          The following Section B gives a summary of the essential prac-
tices necessary for methodical planning.  Nearly all practices mentioned
will probably not apply to any given situation, but each step must be
considered, rejected, or adapted for each site plan.  Section C is a

                                   13

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summary checkoff list of those factors involved in vegetation planning
so that the use of plants can be effectively engineered into a construc-
tion plan to help prevent sediment pollution.

          Section D is a general discussion concerning mulching mate-
rials and their application; Section E directs the user to Section V,
Subsections K, L and M which gives practical procedures for soil test
interpretations for lime, nitrogen, phosphorus, and potassium; fol-
lowed by tables on seed and seeding data for plants recommended on con-
struction sites in the 17 western States.  As well as the most recent
characteristics and seeding recommendations  for grasses and legumes
adapted to the midwestern United States.  Section F lists additional
references useful to those readers who need  to search out more specific
information.
 B.   Planning for  Establishment  of Vegetation

           1.  Essential practices involved in the planning process;
 General practices are presented here for establishing and maintaining
 vegetation on soils disturbed by construction activities.*  These will
 be similar for comparable disturbed soils and parent materials, whether
 on interstate highways, forest  roads, pipelines, urban developments,
 earthen dams, or recreation areas.

                a.  Minimum slope and surface requirements;  Precondi-
 tions for vegetating soils of low productivity include, as a minimum,
 slopes that are:

                -  Generally no steeper than 2:1  (27 degrees, 50%);

                -   Designed for stability;

                -   Designed for control of  surface and ground water; and

                    Designed for quickly establishing vegetation.
     Specific  documented examples are portrayed in Section IV for  10 se-
       lected  demonstration  sites that  represent major ecological  regions
       of  the  United  States  where the soils and geologic materials are
       especially  difficult  to vegetate.
                                     14

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                b.   Soil testing:   Soil samples  should be  collected before
 construction begins according to  State recommendations for physical and
 plant nutrient testing.  Each field sample should represent a recognized
 contrast of soil-geologic material, and the sampling should extend hori-
 zontally over the  entire proposed construction  site  and vertically to  the
 depth of the material to be affected.   Samples  should represent material
 that will remain on the site.   In areas of extensive disturbances,  soil
 sampling may be done after completion  of construction activities.   All
 State highway departments have their own testing  laboratories for  physi-
 cal testing; for nutrient testing,  however,  the agricultural laboratories
 of  the State land-grant universities are available.

                c.   Clay or sand and organic  matter intermixing:  Based
 upon physical soil tests,  it may  be desirable to  enhance  the plant  root
 environment by intermixing to  a depth  of 10  to  15 cm (4 to 6 in.)  clay
 with sandy-skeletal materials,  and sand with fine clay soils.  Organic
 matter should then be mixed in amounts between  5  and 20%  by volume.  Or-
 ganic matter may come from nearby peat or muck  bogs,  or its source  may
 be  well-rooted animal manures  or  composted sewage sludge.

                d.   Topsoiling:  In  most States, topsoiling at one  time
 was a widely recommended practice.   There is recent  evidence,  however,
 that on many sites there may be a cheaper alternative;  i.e.,  the liming
 (if needed) and fertilizing according  to a soil test of the existing
 intermixed  material on  the final  grade,  together  with the  incorporation
 of  compost,  we11-rooted manure, or  peat or muck.   Scalping an adjacent
 field for topsoil  is  expensive  as well as a  waste of productivity  for
 food and feed crops.

                e.   Liming  and  fertilizing;   If  called for  by a soil test,
 lime should be  added  until the  pH of the soil plant  bed is at least 6,
 but no more than 7.   The lime  should be either  drilled or  broadcast and
 disked into the  surface 10 to  15  cm (4 to 6  in.)  and left  for at least
 a week,  or  until one  soaking rain is received.   Fertilizers  prescribed
 by  the  soil  test should then be drilled into the  surface  10 to 15 cm
 (4  to  6  in.) or  broadcast  and disked in.

                f.   Permanent seeding;   Permanent  seeding mixtures that
 are  recommended  by the  agricultural experts  in each  State  for the par-
 ticular climate  and soil should be drilled if the  slope is  flat enough,
 sown with a  cyclone-type hand seeder,  or, on steep and  long  slopes,
mixed with a suitable mulch and sown with a hydroseeder.  Seeding should
be done as  soon  as  the  grading is completed and before rains create a
 surface crust (Figure 3).
                                   15

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    '9 • :.
                   u.   v   ilr
m      '\,

Figure 3 - A Seeding of Perennial Vegetation Should be Applied as Soon as Final
 Grade Has Been Established.  Hydroseeders are useful to apply seed and mulch
  in a combined slurry in humid areas and especially on steep or stony slopes
                   (Massachusetts)..  (Courtesy of Ken Soper)

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               g.  Temporary seeding:  Temporary seeding should be prac-
ticed when it is out of season for a permanent seeding mixture.  Grain
rye or annual ryegrass are the two most commonly used kinds of seeds for
off-season seeding.  When the season is proper, temporary seeding should
be followed by a permanent seeding, as discussed in "Permanent Seeding."

               h.  Mulching:  Mulching should be practiced in conjunc-
tion with either permanent or temporary seeding.  The most common kinds
of mulches used are grain straw, hay, woodfiber, and woodchips.  Almost
any organic material can be used as a mulch that is not toxic and that
is the right physical condition.  Animal manures are ideal if they are
sufficiently well rotted and finely divided and do not smother the seed-
lings.  Composted sewage sludge also can be used.  Care must be taken
not to apply animal manures or sewage sludge so heavily that runoff
waters will pollute nearby streams.  Asphalt, resins, and latex have
been used as mulches but only when sprayed thinly on coarse-textured
soils can they be used in conjunction with vegetation.

               i.  Sodding:  Areas made critical because of steepness
of slope or high runoff water velocities should be sodded.

               j.  Maintenance:  Adequate maintenance of a permanent
seeding must be determined by periodic inspection.  Almost all seedings
require mowing to permit sunlight to penetrate into the low-growing mem-
bers of the mixture and to prevent smothering weeds.  If no legumes are
present, chemical herbicides may be used to control unwanted broad-leafed
forbs, shrubs, and tree seedlings.  An occasional insect infestation can
be controlled by spraying a safe pesticide.  On sandy soils in high rain-
fall areas, the established seeding may become thin and weak in spots and
areas due probably to nitrogen deficiency; this condition can be corrected
by topdressing with a fertilizer made according to another soil test (re-
fer to Section V, Subsection K).

          2.  Guidelines for preventing sediment runoff with vegetation--
a checklist for planning:  Prior to the actual site selection and con-
tract work on any construction job, there is usually extensive profes-
sional activity involving the careful review of site alternatives based
on topographic surveys, soil profile borings, geologic and soil-bearing
analyses, climate, transportation, utilities, and other details.  After
exhaustive engineering information gathering, the design plan will be
developed.  The potential and feasibility for effectively using vegeta-
tion to prevent sediment runoff can be assessed during this early site
                                   17

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selection and planning period.  The effective use of vegetation will be
enhanced by including conditions for selected plant growth into the
finished construction design.  Following is a checklist of design con-
siderations that can influence the successful and long-term establish-
ment of plants to protect graded soil surfaces.
                       Preconstruction Analysis

1.  Judgemental analysis of site;  Is it possible to vegetate the site?

     ( )  Observe existing plants
     ( )  Consider possible effect of construction activities

     These conditions may not be practical to vegetate:

     ( )  Shifting dune sands
     ( )  Hard rock surfaces
     ( )  Extremely salty soil
     ( )  Permanently frozen tundra
     ( )  Some desert areas
     ( )  Steep, unstable slopes
     ( )  Rapidly eroding soil surfaces

2.  Basic site information

     ( )  Geologic analysis from profile borings
     ( )  Topographic survey
     ( )  Soil survey of surface 2-m depth
     ( )  Weather and climate profile
     ( )  Water management problems, i.e., flooding, swamp, too dry, etc,

                               Planning

1.  Characterize the plant environment for;

     ( )   Moisture,  temperature,  and storm patterns
     (  )   Rootbed environment  of  the cut,  and other fill areas
     (  )   Topsoil materials
     (  )   Subsurface,  or  parent materials
     (  )   Soil  acidity, available plant nutrients,  and organic content
     (  )   Soil  textural evaluation, moisture  retention,  and infiltra-
          tion  capacity
     (  )   Root-zone  depth and material uniformity
     (  )   Aspect  influence, i.e.,  temperature and moisture  differences
                                  18

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2.  Define plant characteristics

     ( )  Shallow root systems for surface soil protection
     ( )  Deep root system for soil binding
     ( )  Are warm soils needed
     ( )  Are cool soils needed
     ( )  Can they survive cold winters,  hot summers, or long dry periods
     ( )  Are they slow or fast growing
     ( )  Survival duration:  annual, biennial, or perennial
     ( )  What are the vegetation propagation characteristics
     ( )  Is maintenance necessary or required
     ( )  Density of cover
     ( )  Organic residue production for use as a mulch
     ( )  Height of plants for visibility, aesthetics, or fire hazard
     ( )  Adaptation to existing soil

3.  Design of site to provide for establishment of vegetation

     Alter plant habitat by modifying the conditions for specified plant
     species:

     ( )  Reduce slope grade
     ( )  Limit steepness of cut or fill slopes
     ( )  Provide for roughness on finished soil surfaces
     ( )  Control surface water runoff
     ( )  Cultivate the root bed
     ( )  Mulch the planting surface
     ( )  Stabilize slopes
     ( )  Irrigate seedings where necessary

4.  Select vegetation

     ( ) Determine options for adapted plant species  (which may be for a
         rather narrow range of conditions) throughout the site
     ( ) Establish a source of seed and/or plants for each species in the
         quantity or numbers required.  (A contract nursery may need to
         grow the plants a year or more in advance of the seeding date.)

5.  Determine the amount and kind of fertilizer, lime, and mulch required.

6.  Plan for seed and rootbed preparation;  Based on the site information
      and analysis, plan and specify all required modifications to the
      grade surface material to induce establishment of vegetation such
      as:  alteration of the texture by mixing clay soil with a sand soil;
      or mixing sand into a clay soil; ripping and breaking up the under-
      neath parent material to make an improved plant root medium; back-
      fill with stockpiled topsoil or hauled-in topsoil.

                                   19

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7.  Determine maintenance needed;  Develop a long range procedural speci-
      fication and schedule for all needed maintenance operations to
      include:

      ( )  Control of soil erosion until vegetation is established
      ( )  Moving of grasses
      ( )  Weed spraying
      ( )  Fertilizing or liming
      ( )  Reseeding
      ( )  Replanting where required
      ( )  Removal of sediment
      ( )  Regrading or placing of fill on eroded surfaces

                         Implement Design Plan

1.  Establish field management responsibility

      ( )  During the construction phase
      ( )  During the establishment of vegetation after construction
      ( )  Make frequent field inspections after vegetation establish-
          ment until the vegetation has stabilized in soil

2.  Establish management responsibility for the long-term care and main-
      tenance of all vegetation on the site.
C.  Engineering Design Planning to Control Erosion

          It is important that the user of this manual realize how en-
gineering design planning can hasten the establishment of a vegetative
cover to prevent erosion and sediment runoff.  The following guidelines
are adapted from a summary of practices recommended by the Highway
Research Board!' to control erosion on highway construction projects.
If  Highway Research Board, "Erosion Control on Highway Construction,"
      National Cooperative Highway Research Program Synthesis of High-
      way Practice 18, Division of Engineering, National Research Coun-
      cil, National Academy of Sciences—National Academy of Engineering,
      pp.  27-28 (1973).
                                  20

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          1.  Preplanning for erosion control

               a.  Start erosion control planning with route selection.

               b.  Obtain stream data for a season or more prior to
construction.

               c.  Select and incorporate appropriate measures during
design.

               d.  Develop sediment collection plans during location
and design.

               e.  Assure timely and correct establishment through guide-
lines, specifications, surveillance, and training.

               £.  Control by contract stipulations the maximum area of
unprotected soil that can be exposed for each construction phase at any
one time.

          2.  Field implementation of control plan

               a.  Make use of clearing and proposed grading lines to
limit clearing and protect existing cover.

               b.  Reduce the duration of unprotected soil exposure by
requiring stage seeding and mulching as work is completed.

               c.  Use materials from the project (i.e., brush, logs,
chippings) to control erosion, filter sediment, and serve as a mulch.

               d.  Provide water management measures for sediment con-
trol from borrow areas, haul roads, fire-control breakers, and waste-
disposal areas during use, with restoration after use (Figure 4).

               e.  Protect bodies of water and running streams from
siltation with temporary measures such as berms, dikes, and sediment
basins until permanent measures are effective.
                                   21

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Figure 4 - Water Barriers Were Constructed Along This Firebreak to
          Control Erosion and Sediment (Courtesy of U.S.
                    Bureau of Land Management)
                                  .

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          3.  Using vegetation in the engineered sediment control plan

               a.  Plan for temporary and permanent control of concen-
trated runoff from construction areas (sediment traps, vegetation filter
barriers).

               b.  Provide protection at inlet and outlet ends of cul-
verts, drainage channels, and other flow junctions, including adequate
energy dissipators.

               c.  Convert intercepted surface runoff to sheet flow
(level spreader) where there are stable discharge areas, such as woods,
sod, rock, or concrete rubble.

               d.  Use flat slopes to maximize erosion control by vege-
tation.

               e.  Make liberal use of temporary seedings between con-
struction phases when permanent seedings are out of season.

               f.  Be wary of using maximum permissible velocities in
vegetated channels because few sods are maintained at maximum density
by the usual fertilization and mowing practices.

               g.  Use adaptable mulches to the maximum consistent with
the erosion hazard.  Apply mulches as soon as possible in the construc-
tion sequence, using proven anchoring methods.

               h.  Anchor hay or straw into the soil, especially in
areas of high winds.

               i.  Seed and mulch by segments of high cuts and  fills.

               j.  Wherever possible, incorporate  lime and fertilizers
into the seedbed before seeding and mulching.

               k.  Provide for access to slopes where it is shown that
maintenance practices have to be used to retain vegetation effectiveness.
                                   23

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          4.  Wind erosion control

               a.  Use slope grades of  10:1 to 20:1 on sand soils In
areas where wind erosion is a problem.

               b.  Start the control of wind erosion at the field sources
nearby, even  if this means cooperative efforts by the highway agency, ad-
jacent  landowners, and conservation agencies.

               c.  Use native plant species to the greatest extent pos-
sible,  especially in arid regions west of the Mississippi River.  Use
proven  long-lived species requiring a minimum of maintenance.

          5.  Use of multidiscipline teams and applied research data

               a.  Use the design team approach for solution of complex
erosion control measures and to spot training weaknesses.

               b.  Convert research data into simplified working tools.

               c.  Take full advantage of information and services avail-
able from other agencies with like concerns.

               d.  Develop and maintain contacts with the construction
industry (e.g., contractor associations) to share problems and develop
solutions.

          6.  Training and project documentation

               a.  Carry out inspections in-depth to point out training
needs and to  strengthen design.

               b.  Document events that occur during construction.  Color
slides can be most helpful if damage claims are presented.
D.  Mulching

          When constructed land surfaces have been brought to final
grades, immediate protection must be provided to prevent physical damage
from the erosive action of storm water and to control sediment pollution.
Erosion from raindrop impact can be reduced immediately by the applica-
tion of a mulch to cover and shield soil surfaces until a grass or grass-
legume vegetative cover can be established.  Mulching materials not only
                                   24

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will reduce raindrop impact, but will encourage an Increase In soil
structure coheslveness, an Increase In water Infiltration, a reduction
In water velocity, a moderation of soil temperatures, slower evapora-
tion of soil moisture, a reduction of surface soil crusting of the
seedbed, and an on-site entrapment of silt.

          Mulches can be most effective when water overland flows are
controlled by engineering design.  A reduction in water velocity can
be accomplished by flatter cut or fill slopes, flatter gradients in
drainageways, and by reducing effective slope length by diversion ter-
races.  Erosion will be most rapid on unprotected cut and fill side
slopes.  It will be very difficult to place and hold even coarse or-
ganic mulch on slopes steeper than 2:1 (27 degrees, 50%).  The slope
angle must have been designed for soil bank stability, or slope fail-
ure in the form of landslides or excessive surface erosion will occur
(Figure 5).  The use of mulches cannot prevent a slide but only pro-
vides, at best, temporary surface protection until vegetation can be
established.  Among the many materials suitable for mulching, crop res-
idues like straw and hay generally are the most available, economical,
and commonly used.  The standard is 1-1/2 to 2 tons of straw per acre,
held in place by punching with a special roller or held in place by a
net.  A variety of wood residues, including woodchlps, bark, excelsior,
and cellulose fiber, are available as mulching materials.  Several pe-
troleum products, such as asphalt and resin-in-water emulsions, may be
useful as mulches for establishing vegetation.  Also available for special
situations are plastic films, gravel, stones, manure, sewage sludge, ex-
celsior, jute, peat, and paper.  Selection depends on characteristics
of the area to be stabilized and the availability, cost, and properties
of the mulch material.

          For example, investigations in New Mexico have shown the ad-
vantages of mulching for establishing perennial species.  For summer
seeding near Santa Fe, the most effective mulch material was wild grass
hay, which reduced moisture losses and lowered midafternoon temperatures
in the top inch of soil during the time seeds were germinating and seed-
lings emerging.

          The Louisiana Department of Highways!' conducted research to
evaluate chemical soil stabilizers for erosion control In that State.
The essential study was in two phases, a field phase where available
I/  Law, S. M., and S. J. Vaccaro, "Erosion Evaluation Study," conducted
      by Louisiana Department of Highways in Cooperation with U.S. Depart-
      ment of Transportation, Federal Highway Administration, 49 pages,
      June 1974.
                                    25

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3
                  Figure 5 - Stabilizing Cut Slopes with Mulch and Vegetation Along Roadsides is
                    Difficult Because of Unproductive Soils and Steep Slopes; in Places Stones
                       Interfere with Rapid Establishment of Vegetation.  The net result is
                              rapid erosion and high sediment yield (West Virginia).
                                             (Courtesy of Roy Blaser)

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products were installed on selected test slopes located in northern
Louisiana and observed, and a laboratory phase where the products were
installed (as reported by Barnett et al.) on plots containing grass
seed and fertilizer and observed to obtain seed germination data.  This
research included treated soil in test pans tested under a rainfall sim-
ulator to obtain comparative soil loss data.  Two types of mulching
product materials were used; wood fiber mulches and chemical soil bind-
ers or erosion retardants.  The principal factors affecting the results
obtained on this study in the field were the weather conditions,  the
size, shape, and steepness of the slopes and the types of soil present.
Most of the slopes studied were fairly long and steep.

          Two primary conclusions were:  "There is only an observed
general relationship between the field phase test results and the lab-
oratory test results; however, the laboratory results bear out the field
observations."

          "Grass stand growth was slow in beginning on all field slopes;
however, as shown in the laboratory results, all of the wood fiber
mulches did well in seed germination and establishment of grass stand
growth.  The soil stabilizers were poor in this category generally."

          Turn to Section V, Subsection J for more comprehensive in-
formation on the selection and limitations of mulching materials for
stabilizing critical areas.
E.  Other Practical Procedures

          Additional practical procedures for soil test interpretation
for lime and fertilizers and seed and seeding data and recommendations
are presented in Section V, Subsections K, L, and M.
F.  Additional References

Barnett, A. P., E. G. Diseker, and E. C. Richardson, "Evaluation of Mulch-
  ing Methods for Erosion Control on Newly Prepared and Seeded Highway
  Backslopes," Agricultural Journal, 5£:83-85 (1967).

Bertrand, A. R., and J. F. Parr, "Design and Operation of the Purdue
  Sprinkling Infiltrometer," Research Bulletin No. 723, Purdue Univer-
  sity Agricultural Experiment Station, August 1961.
                                  27

-------
 Briggs,  W.  M.,  "Inventory of Roadside Erosion in Wisconsin," HRB Special
   Report 135, Washington Highway Research Board, pp.  77-81  (1973).

 Bubenzer,  6. D.,  and L.  D. Meyers,  "Simulation of  Rainfall  and  Soils  for
   Laboratory Research,"  Transactions of the American  Society of Agricul-
   tural  Engineers.  I3(l):73,75 (1965).

 Gogs,  R. L., R. M.  Blanchard, and W. R.  Melton,  "The  Establishment  of Veg-
   etation  of Nontopsoiled Highway Slopes in Washington," Washington State
   Highway  Commission, Washington State University  Agricultural  Research
   Center,  and the United States  Department of Transportation, Federal High-
   way  Administration, Cooperating Final  Report,  29 pages (1966-1969).

 Jonsson, G.  B., et  al.,  "Direct  Seeding  of Shrubs  Along  Roadsides in
   Massachusetts," Roadside Development Report 39-R-5-2656,  University of
   Massachusetts,  10 pages (1974).

Mech,  S. J., "Limitations of Simulated Rainfall  as a  Research Tool,"  Trans-
   actions of the  American Society of Agricultural  Engineers, <8(1):66,75
   (1965).

Meyer, L. D., "An Investigation  of Methods for Simulating Rainfall  on
   Standard  Runoff Plots  and a Study  of the Drop  Size, Velocity  and  Kine-
   tic  Energy of Selected Spray Nozzles," Special Report  No.  81,  Purdue
   University Agricultural Experiment Station,  May  1958.

Meyer, L. D., C.  B.  Johnson,  and E.  R. Foster, "Stone and Woodchip  Mulches
   for  Erosion Control on Construction Sites," Journal of Soils  and  Water
   Conservation  (1972).

Meyer, L. D., and L. A.  Kramer,  "Relation Between  Land-Slope Shape  and Ero-
   sion," Agricultural Engineer.  J5jO:522-523 (1965).

Meyer, L. D. and  D.  L. McCune, "Rainfall Simulator for Runoff Plots," Agri-
   cultural  Engineer. .3,9:644-648  (1958).

Mutchler, C. K.,  and L.  F.  Hexmsmeier, " A Review  of  Rainfall Simulators,"
  Transactions of the American Society of  Agricultural Engineers. 8(l):67-68
   (1965).

Mutchler, C. K.,  and W.  C. Moldenhauer,  "Applicator for Laboratory  Rainfall
  Simulator," Transactions  of  the American Society of Agricultural Engineers.
  £(3):220-222  (1963).
                                  28

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National Association of Conservation Districts, "Suggested Guidelines and
  Standards for Erosion and Sediment Control Programs" (Texas)*

Peters, J. D., F. S. Rostler, and B. A. Vallerga, "Promising Materials and
  Methods for Erosion Control," HRB Special Report 135, Washington Highway
  Research Board, pp. 105-117 (1973).

Plass, W. T., "Chemical Soil Stabilizers for Surface Mine Reclamation,"
  HRB Special Report 135, Washington Highway Research Board, pp. 118-122
  (1973).

Swanson, N. P., A. R. Dedrick, and H. E. Weakly, "Soil Particles and Ag-
  gregates Transported in Runoff from Simulated Rainfall," Transactions
  of the American Society of Agricultural Engineers, jB(l) :437,440 (1965).

Swanson, N. P., A. R. Dedrick, H. E. Weakly, and H. R. Raise, "Evaluation
  of Mulches for Water-Erosion Control," Transactions of the American Soci-
  ety of Agricultural Engineers. 8,(1):438-440 (1965).

Turelle, J. W., "Factors Involved in the Use of Herbaceous Plants for Ero-
  sion Control on Roadways," HRB Special Report 135, Washington Highway
  Research Board, pp. 99-104 (1973).

Wischmeier, W. H., and L. D. Meyer, "Soil Erodibility on Construction Areas,"
  HRB Special Report 135, Washington Highway Research Board, pp. 20-29 (1973).

Zak, J. M., "A Handbook for the Selection of Some Adaptable Plant Species for
  Massachusetts Roadsides," Roadside Development Report No. 24-R5-2656, Uni-
  versity of Massachusetts, 43 pages (1972).
                                  29

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             III.  FUNDAMENTAL TECHNOLOGY FOR ESTABLISHING
                      AND MAINTAINING VEGETATION
                                                                 Page

A.  Introduction	    31

B.  Plant Environments and Construction	    33

C.  Climate and Plant Growth	    36

D.  Soil Productivity	    42

E.  Soil Surveys and Their Use for Construction Activities . .    48

F.  Engineering Erosion Control Criteria 	    52

G.  Physical Plant Bed Parameters	    53

H.  Nutrient Plant Bed Parameters	    63

I.  Sediment Control and Urbanization	    66

J.  Seed and Plant Selection	    71

K.  Seeding, Planting, and Sodding 	    77

L.  Mulches	    84

M.  Maintenance of Vegetation	    84

N.  Additional References	    86

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               III.   FUNDAMENTAL TECHNOLOGY FOR ESTABLISHING
                           AND MAINTAINING VEGETATION
 A.   Introduction

           Living organisms and their nonliving environments  comprise
 the ecosystem.*  Living organisms consist of chlorophyll-bearing  plants,
 fungi,  and animals  including man.  Not only do green plants  manufacture
 food,  they also hold the surface of the earth in place.

           Plants and their organic remains have protected land  surfaces
 for thousands  of years.   This protective cover is destroyed  by  all con-
 struction activities in which large acreages of soil and underlying
 geologic  material are stripped of all living plants  and  organic matter
 and made  bare  and barren.   The naked soil is compacted by machines; in-
 termixed  and moved  to new sites;  and often left exposed  on steep  and
 smooth  cut slopes that resist wetting,  or as raw fill slopes that slake
 and flow  during the rains.   This unprotected earth surface becomes a
 source  of dust and  sediment;  it is also a more critical  environment for
 reestablishing protective  vegetation.

           Science must be  applied with precision and timeliness if plants
 are to  be successfully reestablished on land surfaces that have been dis-
 turbed  by construction activities.   On the most critical areas, more re-
 search  will be needed before  vegetation can be used  to stabilize  the
 surface soil.   In some areas  of very low rainfall, high  salt content,
 bedrock,  steep slopes,  compacted soils,  or toxic minerals, no plants
 can be  expected to  grow without creating a new physical,  chemical, and
 biological plant root environment.   There are  a few  situations  where it
 is  more feasible to stabilize the surface of construction sites by en-
 gineered  structures than with vegetation.

           All  critical soil surfaces require some type of cover to re-
 duce erosion sediment yields.   The  most  common kinds  of  soil covers are
 diagrammed in  Figure  6,  as presented by  Foote  et al.,1/
*  The term "ecosystem" was first proposed by A. G. Tansley, a British
     ecologist, in  1935.  It is defined as an energy-exchanging com-
     munity of organisms and their ambient environment.
J./  Foote, L. E., D. L. Kill, and A. H. Bolland, "Erosion Prevention
      and Turf Establishment Manuals," Minnesota Department of Highways,
      p. 12 (1970).
                                  31

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                       Rocky Mot«riota
                       .Soil Materials
                      Dead Material
                       .lying Plants
; Gravel  Pavements
Rocks

Rock  Outcrops
                                       — Soil Crusts
Figure 6 -  Graph Shows Cover Classification of the Groups
         of  Materials Which  Can be  Used to  Protect
              the Disturbed Soils From Erosion
                              32

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B.  Plant Environments and Construction

          Plants growing on steep road cuts, even in humid regions,  are
living in an ecological minidesert; whereas plants on fills in actual
desert areas may have adequate soil water because of the effect of the
waterproof road surface acting as a miniwatershed.  Plants growing in
some road ditches and in seepage areas are, in fact, in a marsh en-
vironment.

          Cut slopes should be made as gentle as economically feasible
to reduce sediment losses until plants can be established.  In general,
the following scientific guidelines and rules-of-thumb apply to water
and soil erosion losses on cut slopes:

          1.  A doubling of the slope grade increases soil erosion
losses by a factor of 2.5.  Effective slope grade can be reduced by
benching  (Figure 7).

          2.  A doubling of the length of slope increases sediment
losses by a factor of 1.5.  Effective slope length can be reduced by
diversion terraces.

          3.  Because of differences in soil texture, structure, and
soil voids  (porosity), rainfall will enter  (infiltrate) some bare soils
at least  10 times faster than it will others.  On cut and fill  slopes,
soil texture may be made a better medium for plant growth by hauling  in
sands on  impervious clays and by intermixing clays on existing  sandy
soils.  Surface soil structure can be improved for growing plants on
all kinds of mineral soils by incorporating organic matter.i'

          To enhance the ecological environment on cut slopes for plant
growth, infiltration of rainfall should be  increased.  The steady-state
rate of infiltration into a cut slope can be increased by these condi-
tions or  practices:

          1.  Providing gentle slopes.

          2.  Placing a mulch layer on the  surface.

          3.  Applying calcium to  help aggregate  a crumb  structure  in
the soil.
 I/   Donahue,  R.  L.,  "Our Soils  and Their Management,"  Interstate  Print-
       ers  and Publishers,  Danville,  Illinois,  3rd ed.,  pp.  291-361  (1970),
                                  33

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-
-
                       Figure 7 - Effective  Slope Grade Can Be Reduced by Benching (stair-step
                          grading), as Shown Here in West Virginia (Courtesy of Roy Blaser)

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          4.  Establishing a permanent living vegetation over the sur-
face.

          5.  Earthworms and other life in the soil.

          Steady-state rates of infiltration can be decreased by these
conditions.

          1.  Providing steep slopes;

          2.  Bare soils;

          3.  Shallow soils over an impervious layer or bedrock;

          4.  Swelling clays such as montmorillonite;

          5.  Fine-textured soils;

          6.  Dispersed soils such as sodium-saturated clays;

          7.  Compacted soils;

          8.  Cold and frozen soils;

          9.  Absence of life in the soils; and

         10.  Manipulation or working of wet clay  soil by heavy machinery.

          Because of extreme variations in ecological environments
within close proximity to each other, road cuts, fills, and drainage
ditches should be treated as separate sites when soils along a roadway
are  sampled.  If the soil tests dictate three separate lime and ferti-
lizer recommendations on the cut slopes, roadside  drainage ways, and
fill slopes, separate treatments should be given.  Separate seeding
mixtures may also be used; or, alternately, one seeding mixture with
seeds of plant adapted for these three ecological  conditions.

          Soils disturbed by burying a pipeline, a powerline, or a tele-
phone cable are likewise not uniform ecological environments for plant
growth.  A buried line across wetlands may reduce  the natural surface
and  subsurface drainage across the slope, resulting  in excess water on
the  upslope side of the construction line.  Sometimes this damming ef-
fect will kill natural or planted vegetation.  The environment on the
                                   35

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 disturbed soil directly over the trench may be more droughty or wetter
 than the original soil, depending on local topography and subsurface
 flow of water.  Any mounded soil will be drier than before the construc-
 tion activity.  In addition, the physical condition of the soil has been
 altered, which results in either a more or a less favorable plant bed.
 The soil nutrient supplying power of the soil has also been altered;
 again,  it may be more favorable or less favorable for plant growth.   The
 variations in soil conditions over a buried line  indicate the desira-
 bility  of separate soil sampling for plant nutrient testing and call  for
 a seeding mixture of species that do best in each ecological environment.

           The same general variations in ecological environments follow-
 ing urban developments,  shopping center construction,  drainage ditch  dig-
 ging, and ski slope developments must be recognized.   Soils should be
 sampled, treated with lime and fertilizer (if indicated by soil test),
 and their growing capacity considered separately  when deciding on the
 seeding mixture.

           To  achieve adequate plant establishment,  it  may therefore be
 necessary to  drain seepage areas,  and to irrigate other seedings and
 plantings on  road cut slopes,  on mounded fills, and on sandy and droughty
 soils,  even if rainfall  is adequate for plant establishment on other
 minienvironments.   There is no practical scientifically accurate way  to
 determine when irrigation is needed on such variable  sites;  as a rule-
 of-thumb,  when wilting starts to occur on the most  droughty areas, it
 is  time to irrigate.
C.  Climate and Plant Growth

          The climatic requirements of plant growth are confined to pre-
cipitation as a source of available water, and critical temperatures.
On  level upland sites, very few higher plants will grow with less than
25  cm  (10 in.) of annual precipitation.  In valleys where water accumu-
lates, plants will grow even in arid climates.

          Average annual precipitation in the United States is 76 cm
(30 in.), approximately 25 cm  (10 in.) of which runs off the surface of
the soil into drainageways.  Extremes are exemplified by Hawaii, with a
variation of less than 51 cm (20 in.) to more than 762 cm (300 in.); and
by California with a range of zero for most years to 409 cm (161 in.).
Wide variations in means also occur in the State of Washington, with a
range of 45 cm (18 in.) to 381 cm (150 in.).
                                  36

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          There is a direct relationship among effective precipitation,
natural vegetation, and sediment yield.  In general the less the annual
rainfall, the more intense it falls; and the less the rainfall, the more
sparse the vegetation.  Intense rainfall on sparse vegetation results in
high sediment yield.  These statements are documented by Langbeim and
Schumml' (Figure 8).

          With 25 cm  (10 in.) of precipitation, the vegetative type is
desert shrub, and the annual sediment yield is 280 mt/km2 (800 tons/
mile2).  With 51 cm (20 in.) of annual precipitation, grasses are the
dominant vegetation, and the annual sediment yield is 210 mt/km2 (600
tons/mile2).

          Forests are dominant when 102 cm (40 in.) or more of precipi-
tation are received, and the sediment yield is 105 mt/kr»2 (300 tons/
mile2).  In summary,  intense rainfall on soils with sparse vegetation
results in high sediment yields.

          The emphasis of this manual is on the science and art of
quickly and successfully establishing plants for ground cover  to reduce
sediment pollution to water resulting from soil erosion associated with
construction activities.

          Normal growing temperatures for most plants is from  10°C  (50°F)
to 32°C  (90°F).  Critical temperatures for the growth of most  higher
plants vary from below  -46*C  (-50°F) to 49*C  (120°F).  Optimum tempera-
ture for temperate grasses is about 20°C  (68°F) and  for tropical grasses
about 35°C  (95°F).

          Each plant  has an available  soil moisture  adaptation and  an
air temperature tolerance.  The  tolerance to  low  temperatures  has been
used as a basis for the development of a map  of the  48 States  and of
southern Canada entitled "Zones  of  Plant  Hardiness"  (Figure 9).  This
map is divided into 10  zones, each with a range in minimum  temperatures
from below  -46eC  (-50°F) to -1°C (30»F) to 4°C  (40'F).  In  addition,  a
list of common persistent plants is given for each of  the 10 plant  hard-
iness  zones, listed by  scientific and  common  name.   Many of these native
plants are  used for planting  to  control sediment.

          An independent attempt has been made  to develop a more detailed
plant growth map  for  the United  States.   It considers more  factors  of
plant growth than just  tolerance to minimum temperature  (Figure 10).
 I/   Langbeim, W.  B.,  and C. A.  Schumm,  "Yield of Sediment in Relation
 ""     to  Mean Annual  Precipitation,"  American Geophysical Union Transactions.
       39:1076-1084 (1958).
                                   37

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CO
QO
1000

800

^j ^U
^ f 600
z <
^ o
Q 
UJ «f
 uj
1 z"400
Zl_
f™

200
0
350

- <* 280
LLJ
UJ
a
^^
- % 210
3
a
oe
UJ
- ^ HO
o
1—

u
s
UJ
- * 70
L o
-

Shrub
- A
/ \
^^
/ \
- / \
f v
f" \
\
/ \
i v
- 1 NO
V^
1 ""^^
/ ^"^ — 	
/ °

/ 1 1 1 1 1 I
D 25 51 76 102 127 152
CENTIMETERS
i i i i i i i
0 10 20 30 40 50 60
INCHES
                                                      EFFECTIVE PERCIPITATION
                    Figure  8  -  General  Relationships Among Effective Precipitation,  Vegetation, and

                                                    Sediment Yield

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u>
vo
                                                                                         APPROXIMATE RANGE OF
                                                                                        AVERAGE ANNUAL MINIMUM
                                                                                      TEMPERATURES FOR EACH ZONE
                                                                                 Zone  1   Below   -50          -46
                                                                                 Zone  2   -50  to  -40   C3    -46  to  -40
                                                                                 Zone  3   -40  to  -30          -40  to  -34
                                                                                 Zone  4   -30  to  -20   i£J    -34  to  -29
                                                                                 Zone  5   -20  to  -10          -29  to  -23
                                                                                 Zone  6   -10  to    0   ^    -23  to  -18
                                                                                 Zone  7     0  to   10          -18  to  -12
                                                                                 Zone  8    10  to   20   CH3    -12  to  -  7
                                                                                 Zone  9    20  to   30   113    -  7  to  -  1
                                                                                 Zone  10   30  to   40   H    -  1  to  +  4
            Figure 9 - The Zones of Plant Hardiness--Numbers 1 Through 10 Reference the Temperature-Plant
             Relationships, Examples of Which are Found on the Next Page (Agricultural Research Service,
                          Miscellaneous Publication 814, U.S. Department of Agriculture,  1965)

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             Following are name* of representative persistent plants listed under the
             coldest zones in which they will normally succeed.  Such plants may
             serve as useful indicators of the cultural possibilities of each zone.
                                   Botanical Name               Cnnraun Name
       ZONE  1
       -46 °C
       (below  -50°F)
Betula flnnitulosa
Empeirum nijrrum
Pppulus Iremuloides
PotentiUa pensylvanica
Rhododendron lapponicum
Sali.t reticulata
Dwarf birch
Crowbcrry
Quaking aspen
Pennsylvania cinquefoil
Lapland rhododendron
Netleaf willow
                                                                     ZONE  6
                                                                     -23 to  -18°C
                                                                     (-10  to 0°F)
ZONE  7
-18 to  -12°C
(0 to  10°F)
                                                              Acer patmatum
                                                              Buxia tempervirent
                                                              Euonymiu fortunei
                                                              Hedera helix
                                                              Ilex opaca
                                                              Liguilrum ovalifolium
Acer macrophyllum
Azalea Kurume hybrids
Cedrut atlantica
Cotoneaster microphylla
Ilex tujitifotium
Taxut baceata
                                                 Japanese maple
                                                 Common box
                                                 Winter creeper
                                                 English Ivy
                                                 American holly
                                                 California privet
Bigleaf maple
Kurume azaleas
Atlas cedar
Small-leaf cotoneaster
English holly
English yew
•P-
O
       ZONE  2
       -46  to  -40°C
Betula papyri/era
Cornut eanadentu
        .  _                   Elaeagnus comnutiata
       (-50 to  -40°F)   Larixlaricina
                              PotentiUa frutieosa
                              Viburnum trtiobum
Paper birch
Bunchberry dogwood
Silveroefry
Eastern Urch
Bush cinquefoil
American cranberry bush
ZONE 8
-12 to -7°C
 (10 to 20°F)
Arbutut unedo
Choiiya temtOa
Olearia haasti
Pittoiporum labira
PrunuM lanncenuiu
Viburnum tinus
Strawberry tree
Mexican orange
New Zealand daisy bush
Japanese pittosporum
Cherry 4aurel
Laurestinus
       ZONE 3
       -40  to -34°C
       (-40 to  -30°F)
 Berberi* thunbtrgi
 Elaeagnut angutlifotia
 Junipena communi*
 Lonicent tatarica
 Malta baccaia
 Thuja occidentali*
Japanese barberry
Russian olive
Common juniper
Tatariaa honeysuckle
Siberian crabapple
Ameriean arborvitae
 ZONE  9
 -7  to -1°C
 (20 to  30°F)
Atparagia plmmotut
Eucalyptus globulut
Eugenia paniculata
Fuchsia hybrids
CreviUea robiuta
Scnimu motif
Asparagus fern
Taamanian blue gum
Brush cherry
Fuchsia
Silk-oak
California pepper tree
       ZONE  4
       -34 to  -29°C
       (-30  to  -20°F)
       ZONE  5
       -29 to  -23°C
       (-20  to -10°F)
 Acer utccharum
 Hydrangea paniculata
 Juniperu* chinerai*
 Ligutlrum amurerue
 Parthfitocittut quinquefolia
 Spiraea vanhoultei
 Comuiflorida
 Deutiia gracili*
 Ligutlrum vulgare
 Parlhenocisiut trieutpidata
 Noso multiflora
 Taxut cuipidala
 Sugar maple
 Panicle hydrangea
 Chinese juniper
 Amur River privet
 Virginia creeper
 Vaahoutte spirea
 Flowering dogwood
 Slender deutzia
 Common privet
 Boston ivy
 Japanese rose
 Japanese yew
 ZONE  10
 -1 tO -rVC
 (30  to  40°F)
 Bougainvillea tpectabilit
 Caniajutula
 Eucalyptut citriodora
 Fictu tUutica
 Mutaeiuete
 Royttoneo regia
Bougainvillea
Golden shower
Lemon eucalyptus
Rubber plant
Banana
Royal palm

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U. t MM*IMM Of *WICUITUW
                                                                                                                                           5011 C01HKVHW* «•»'«
     North Pac'tic Coast
    2 Willamette Valley-Pujet Sound
    3 Central California Valleys
    4 Caie»d*-$tena Nevada
    5 Southern California
    6 Columbia River Valley
    7 Palouse-Bitterioot Valley
    I Snike River  Plain-Utah Valley
    9 Great Basm-lntermontane
   10 Southwestern Desert
   11 Southern Plateau
   12 Northern Rocky Mountains
   13 Centra! Rocky Mountains
   14 Southern Rocky Mountains
   IS Northtin Great Plains
   1C Central Great Plains
 7  Southern plains
   Northern Black Soill
19  Central Black Soils
20  Southern Black Soill
21  Northern Prairies
22  Central Prairies
2J  WeMtrn Great Lakes
24  Central Great Lakes
25  Ozark-Ohto-Tenne»ee Rlv»r valleys
26  Northern Great Lakes-St. Lawrence
27  Appalachian
2t  Piedmont
29  Upper Coastal Plain
30  Swampy Coastal Plain
31  South-Central Florida
32  Subtropical Florida
On,in.I  d.il c«n*IU4 kr f —••• L. MiillxC AM
     Figure  10  -  Plant  Growth  Regions of  the United  States.   "Adventures  with  Native  Plants  that  Passed
          Their  Tests,"  In:   "Landscape  for Living,"  The  Yearbook  of  Agriculture,  U.S.  Department  of
                   Agriculture,  pp.  176-184  (1972).   Map  updated  by William R.  van Dersal  for  The
                                                       1972 Yearbook of Agriculture.

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All important ecological factors of plant-soil-climate relationships
were utilized in delineating the 32 regions.  Then the various regions
were tested by removing wild plants or collecting wild seeds and plant-
ing them in other parts of a given region to test the validity of the
boundaries.  If a species qf plant was not adapted to the entire region,
or if it was adapted to a more extensive adjoining area, the boundaries
on the map were redrawn.  Based upon actual experimentation with native
plants within and among regions on comparable soils, the following con-
clusions were drawn:

          1.  Within any one region, the native plants would be adapted
if dug and transplanted on similar soils.

          2.  Plants from Regions 12 and 13 are usually adapted in Re-
gions 24, 25, 27, and 28.  The reverse is seldom true.

          3.  Plants from Regions 27 and 28 are usually adapted to Re-
gions 1, 2, 24, 25, and 29.

          4.  Plants moved from Regions 1, 2, and 4 will usually grow
well in Regions 29 and 30.

          5.  Plants from Region 5 will almost always grow successfully
in Regions 31 and 32 and vice versa.

          6.  Plants from Region 20 will grow and reproduce well in
Region 29.-'
D.  Soil Productivity

          The civil engineer considers soil to be a natural aggregate
of mineral grains, with or without organic matter, that can be separated
by gentle mechanical means such as agitation in water. (This definition
of soil is used in the manual.) By contrast, rock is a natural aggregate
of mineral grains bound by strong and permanent cohesive forces.!'
I/  van Dersal, R., "Adventures with Native Plants that Passed their
      Tests," in "Landscape for Living," the Yearbook of Agriculture.
      U.S. Department of Agriculture, pp. 176-184 (1972), and van Dersal,
      R., "Native Woody Plants of the United States," U.S. Department of
      Agriculture, Miscellaneous Publication 303 (1938).
2/  Peck, R. B., W.  E. Hanson, and T. H. Thornburn, Foundation Engineer-
      ing, John Wiley and Sons, Inc., 2nd ed., 514 pages, p. 3, New
      York (1974).
                                  42

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          The terms soil and regolith often have the same meaning to a
geologist and are equivalent to all unconsolidated material that rests
on bedrock.  Thus, the word "soil" to a geologist may apply to all mate-
rials on the surface of the earth overlying bedrock, including weathered
bedrock (soil parent materials), windblown sand, loessial silt, glacial
materials, alluvium, volcanic ash, and accumulations of peat and muck
materials.—'

          In agriculture, the surface of the earth in which plant roots
are growing is usually designated as soil, and the underlying substratum
as geologic material or parent material.  Soil is also considered as the
surface 2 m, or the depth to bedrock or other layers that restrict root
extension.

          No generalization can be made about soil and underlying parent
materials that have been intermixed by construction activities.  Verti-
cally and horizontally, every few feet the nature of the material may
change; however, it changes within predictable limits.  The limits and
boundaries of predictable change and predictable commonalities of char-
acteristics of soil and underlying parent materials is the essence of the
new system of soil classification and the science of surface geology.

          Within the meaning of the ecological sciences including all
soil and plant relationships, soil includes the weathered surface to
depths of about 2 m (6 ft).  Since many road cuts and other construc-
tion activities disturb soils and parent materials below 2 m  (6 ft), the
composition of materials on slopes is variable.  To predict the nature
of their materials and probable treatments necessary for successful es-
tablishment of vegetation requires a knowledge of both the soil and the
underlying parent material.  A body of new soil knowledge is available
in the system of soil taxonomy established by the Soil Conservation
Service in cooperation with the land-grant universities.  A knowledge
of the corresponding underlying parent materials is less predictable
because less is known about them.

          Soils have been classified and mapped since 1899, but only
from 1965 has the system carried in the name an interpretive connotation
of relative productivity for vegetation.

          The relative productivity of  soils can be inferred by refer-
ence to the soil classification system  now in use by the Soil  Conserva-
tion Service.£'
 If  American Geological Institute, Glossary  of Geology and  Related  Sci-
      ences. National Academy  of Sciences--National  Research Council,
      Washington, D.C., 2nd ed., 197 pages,  pp.  242  and  272 (1960).
 2/  Soil Conservation Service, "Soil Taxonomy,"  Soil Survey Staff, U.S.
      Department of Agriculture (in press, 1975).
                                  43

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           The  Soil  Great  Groups which were  selected for  nine  of  the  10
 documented demonstration  sites in Section IV have  coined names with
 roots  that are indicative of low  productivity,  as  follows:

           Cry  - cold

           Dystr - few plant nutrients

           Frag - compacted horizon

           Hapl - simple,  least advanced horizon

           Id - dry

           Pale - old and  highly weathered

           Ult  - ultimate  in weathering

           Xer  - dry

           In addition to  the use  of Soil Great  Groups  as an indicator
 of soils of low productivity for  plants, one of the case studies or  demon-
 stration sites was  selected because the exposed geologic material on a
 deep cut slope contained  large amounts  of pyrite which,  upon  weathering,
 produced very  strongly acidic conditions that killed the established
 bermuda grass.  Collectively, these 10  selected demonstration areas
 represent about 38.54% of the land area of  the  United  States  (Table  1).

           Because the surface of  the earth  disturbed by  construction
 activities often extends  below the first 2  m, the  following two  maps of
 the United States are considered  extremely  useful:

           1.   General Soil Map of the United States on which  the 10
 demonstration  sites are located (Figure 11),  which portrays the  10 soil
 orders  and the 47 suborders  in the new  U.S.  system of  soil  taxonomy.
 This map  delineates the soils within the two highest categories  of clas-
 sification.!/   The  lower  categories  in  the  system  include 185 Great
 Groups, 970 subgroups, 4,500 families,  and  about 11,000  series so  far
 recognized.
_!/  Soil Conservation Service, "Soil Taxonomy:  A Basic System of Soil
      Classification for Making and Interpreting Soil Surveys," Soil
      Survey Staff, U.S. Department of Agriculture, Washington, D.C.
      (an interim publication for inservice use), October 1973.
                                  44

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                                TABLE  1

             SUMMARY OF EXTENT OF SOIL GREAT GROUPS  IN THE
                 10 DEMONSTBATION AREAS  OF  SECTION IV
Great Groups/Formation        km

1.  California
      Cryumbrepts            19,810
2.  Idaho
      Xeropsanments
      Xerorthents
3.  New Mexico
      Kaplargids
4.  Colorado
      Cryorthents
5.  Texas
      Weches Formation
6.  Mississippi
      Paleudults
      Fragiudalfs
7.  West Virginia
      Dystrochrepts         223,260
      Hapludults
8.  Virginia
                                             Miles2
                                               7,650
of U.S.
 0.22
8,318
296,835
685,300
26,000
91,710
465,550
100,080
3,250
115,110
264,600
10,000
about 35,410
179,750
38,640
0.10
3.22
7.48
0.28^
about 1.00
5.08
1.09
                                               86,200
                                           (See Virginia)
 2.44

9.

0.


Hapludults
Massachusetts
Haplorthods
Alaska
Cryaquepts
Total
412,120

297,020

905.204
3,531,207
159,120

114,680

349,500
1,363,910
4.50

3.24

9.89
38.54
aj  Estimated by John E. McClelland, Director, Soil Survey Operations,
      Soil Conservation Service.
                                  45

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u i aimrmut of «c«:cut'u»t
   Figure 11 - General Soil Map of the United  States  Showing  the  10 Soil Orders and 47 Soil Suborders.
       The numbers refer to the demonstration  sites,  as  follows:   1.  California; 2. Idaho;  3. New
              Mexico; 4. Colorado; 5. Texas; 6. Mississippi;  7. West  Virginia;  8.  Virginia;
                9. Massachusetts; and 10. Alaska.  Number  11  is not a specific  location.
                                       (See legend on next  page.)

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                                   uoro roi "QBICUL SOIL HAT or THI onm nina"
                                                (SOIL ODEU AIR) SOBOIDIKS) ,

                                                        ALKBOIS

Aaualfat     Ala Aqualfa vlth Udalfi, tlaplaquapta. DdClK; ««lly elerplng.
Bar*Hir     A2a Beralfi vlth Odlpeaanenii tod HlaCoioli; gently *nd moderately eloping.
             433 Cryoborelfe with Borolla.  Cyroeonpta. Cryvrthodt. aad taeh oolorop.; ateep.
Udalfii      A3« Udalfa vlth Aqualfa. Aquoll*. tantfolli. Wolle. and Uulte; gently or auderitely aloplnj.
U«t*l(at     AAa Vitalfe with Uat«hr*pta. Uetolla,  Uitertl.  Ultlpintnti.  aad  tTltortbent*: gantly or voderacely »lcplag.
Xeralfar     AiSl Xerilfa tilth Xtrollt, Xarortheata, tad lererta; •aderataly •loping to eteep.
             A35Z Ulttc and llthlc lobRroupi of Baploxaralfe vlth Aadepte, lenlta, Karelia, end  Xerochreptei  etaep.
             E232 Jferorthenie with Itralfa and k«rolli; •(••p.
             C2SI Crrarth«At« with CryopuaHnti and Crr*ud«pt§: («itly •leplni to itttp.
             E3* Qu*rtilpitinB«tt «lth Aquulti end Odulti; ftntl? «ad aodiriitlT •loping.
             E3b Udlpuoacnti vlth Aquolli taJ Ud«lf«; isotly or aodirittly •loploi.
             E3c Ultlp»*ai»*nt» with Uitalfi end Aquolli; g«ntlj or eod^rmttly •loping,

                                                        AKCOISOLS

             Dla Argldf with OrtMdi, Orthenn, Piaauati, and Ditolla; gently tad •od«r«t«ly «lopUj,
             D1S Arglda wtth Orthldt. gcrttly aloplns; itw) Torrlothand, iintly aleplng  lo  Ittep.
Qrthldy;     02« Or chid a with ArRldi. Orthcati, and Xarolla;  gently or aodcntalr iloplfiR.
             D29 Or t hid a, Rontly aUplng Co Btecp. with Arglda. aaotly 1109101;  llthtc  tubgroup*  of Torrtprthmta and
               X«rorth«pcv, both at«cp.
             El« Aquenta with Quart ilpttmnta, Aqucptf,  Aqi^olla,  and Aquoda;  grotty  i loping.
             E}a Torrlorthetita. atr«pr vlth borvlllc aubgraup* of  Arldlaola; Dat*Ma  «od  *rldt«  and »«rtlc aubftrnpa et
               Barolli; gently or Mdarately aloplag,
             E2b Torrlorthanta vlth Torrcrti; giotly or aodarataly alopto«.
             E7c larorthanta with Xaralfa, Orthldi, and Argldi; gently aleptag.
             E291 Torriorthent*; ataep. and Arglda, TorrKluvrat*. OltolU, add  Barolla;  ttntly  alaptng.
Ochrepta;
             Bla Remlata with riiiii^ijinnH «*3 (Utppaa^ttiita ;  gently (loping.
             B2a Hemtata and Saprlata vlth Plmraqucnti and Bapltquapta;  gently al oping.
             H3a Ptbrlata, Henlati, and Saprlaca vlth Paaaaaquanta;  gently a loping.

                                                       1HCEPTISOLS

             I la Cryandapti vlth Cryaquepta, Hlatoaoll, aad Rock land; gantty  or nodarately  aloplng.
             USt Cryandapta vlth Cryecbrapta, CTyumbrapta and Cryorthada; ateap.
             IIS? Andcpta vlth Trop«pti, Uitolti, and Tropofollita:  aodarataly aloplog to ataap.
             I2a HapUquepta vlth Aqualfa, Aquolla, Udalfa, and Pltmquaota; gently  a loping.
             UP Cryaqucpta vlth crylc great group* of Or t Sent a, Hlatoaola, ami Ochraptai  gandy alopln^ to at«ap.
             t3« CryochrapCB vlth crylc great graupa of Aqnapta, Blacoaola, aod (hrthoda;  gaatlf or mod.arat«ly aleplng.
             I3b Gutroehrepta vlth udarta; gently t lop tag.
             13c Fraglochrepti vlth Fraglaquepca. gantly or DOdarately aloplog; aad  Dyatrochrapta, attap.
             13d DyatnxhreptB vlth Ddtpaanaenti and Raplorthoda; gently aloplng,
             I3S Dyatrochrepti, at«cp. vlch ttlalfa and Ddalta; gaotly or oodaracaly  alopLftg.
             I&a Hapluebrapte vlth Aquapta and Orthoda; gently or endantely a lop log.
             IAS Baplunbrapta and Orthodai ataapf vlth Xaroll* aad Andapta; gantly a loping.
Aquolla;     Hi a Aquolli with Odalfa, Pluvvntl.  Udlpacmnta.  gatlpatnmta. Aquepta, Cutrochr.pt i, and Dorolla; gently
               a loping,
             K2a Udle aubttrdupa ot BarAlla vleh  Aqttolle aad tlatarthcfita; gently  aloplqg.
             H2b Typlc aubgroupa of Barolla vlth Uitlpaamaent*,  Oatorthenta, and Boralfa; gently aloplng.
             «2c Arldlc aubgrOTipa of Borolla vlth Borollle aubgroupa of Arglda and Orthldt, aad Torrlorthcnta; gently
               •toping.
             M2S finralla vlth Bnralfa, Argtda, torrlerthtnti,  and Datolla;  wtdarataly eloping  ro iteep.
             H3a Udolla, with Aquollo, Udalfa. Aqualfa, Plorenta, Paanoenta. Oatorchente. Aquapta. and Albolla; gently
               or wdarately aleplng.
             H4a Ddlc eybgrowpi of Vatolla vlch  Orthcnta,  Datochrepta,  Uaterta.  Aqucota. Plunnca, and Udolla; gently Or
               ooderately tloplng.
             HAb Typlc aubgroupa of Oatolli vlth Datalfa.  Uitiptanmnta. UstorCbenta^ uatecnrapte, Aquolla, and Oatena;
               gantly or oodarataly sloping.
             HAc Arldlc eubgroapa of Uacolli with Uatalfa. Orthlda.  UatlpaaoMot*. Uatorthanta, Uatoebrtpta, Tarrlorthanta.
               Borolla, Ditolla, and Uaterta; gantly or ooderataly aleplng.
             HAS Uatolla vlth Argldi and Torrlorthanta; ondarately aleplng  or  ateep.
Xarollai     «5a Kerolla vlth Argldi. OrthUa. Fluv»at». Cryoboralfa. CryoborolU, and  larorthanta; gently or nod«rat«ly
               aloplng,
             MS Xarolla vlth Cryoboralfa. Zamlfa, larorthnta. aad lerarta; Dodarataly aloplng or steep.
Orthoda i
tfdarta;
U.tertai
             Sla Aquoda vlth Paenaquenta. Aqaolla. Bmoda. and Aqoult*; gently aloptng,
             3Za Orthoda vlth Boralfa, Aqueota. Onbeaca. PtiiBaata, Blatoeela. Aqvepta,  Fragtochrepta, end Dyatrechrepti;
               gently or cod era t el y aloplng,
             S3S1 Or t hod. with Hlitoaola. Aqumta. and Aquepta; nodaracaly aleplng or ateap.
             32 S3 Cryorthoda vlth Hlatoiola; moderately (loping or etecp.
             S2S1 CryoTthoda vlth RlBtoaola. Andepta aad Aqaepte; gently a loping t« eta«p.

                                                        ^LTISOLS

             Ula Aquulta with Aquenta. Blatoaola, qurtclpca^Mnte, *nd tUalta: gently aloploa-
             U3S Humilta with Andepta, Trepepta, Zerolla, Ultolla. Orthox, Torres, and Hock  land;  gently  eloping  to  ate*p.
             U3a Udulti ulth Udalfa. Fluvanta. Aquenta^ Quartilpaaonettta, Aquapta, Dyatrochrapta.  and  Aquulti;  gently  or
               codarately aloplng.
             U3S Ddulta vlth dyacrochrepta; ooderetaly ileplng or atccp.

                                                        VE an sots

             Via Uderta with Aqualfa. Eutrocbrepca, Aquolla, and Uatolla; gently eloping.
             VI. U.cori. vlth Aqualfa, Orthlda. Udlfluventa, Aquolla, Datolla.  and Torrarca;  gantly aloplng.
                                                 ARKAS WITH LITTLE SOIL
XI Salt flati.
X3 Bock land (plua permanent anou flalda and glaclara).
Gently aleplng - Slope* nattily ion than 101, Including nearly level.
Moderately aloplng - Slepea oalnly betvjaan 10 and 231.
Steep - Slopei ealnly itaaper than 351.
                                                       47

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          2.  Parent Materials Map of the United States (Figure 12) .
This map gives the kinds of geologic parent materials that occur under
the surface 2 m of soil.
E.  Soil Surveys and Their Use for Construction Activities

          Soil surveys have been made since 1899 by several agencies of
our National Government.  Beginning in 1935, soil surveys were started
for the primary purpose of helping farmers reduce erosion losses.  By
mutual agreement, in November of 1952, these Government agencies were
consolidated under the Soil Conservation Service, a branch of the United
States Department of Agriculture, and designated the National Coopera-
tive Soil Survey.  The agricultural experiment station, an integral seg-
ment of each State agricultural university, is also a cooperating partner
in the National Cooperative Soil Survey.  Other cooperating agencies are
the Forest Service and the Bureau of Land Management.

          As of June 20, 1974, a total of about 508 million hectares
(1.26 billion acres) have been surveyed out of a total land area of 919
million hectares  (2.26 billion acres) in the United States.  Detailed
surveys have been completed for 340 million hectares  (839 million acres).
Reconnaissance surveys have been completed for 25 million hectares  (62
million acres).   Exploratory  surveys  in Alaska of  143 million hectares
(354 million acres) have been completed.

          In the  National  forests about 10 million hectares  (24 million
acres) of soils have been  mapped in detail; and about  25 million hectares
(65 million acres) have been  mapped in a broader  (reconnaissance) basis,
The 36 million hectares  (89 million acres) represents  approximately half
of the land are of the National forests.

          Field mapping of soils for  detailed surveys  is usually done on
a photographic mosaic at a scale of approximately  1:16,000  (4 in. to the
mile or smaller).  Soil maps  are published on a photographic base at a
scale of 1:20,000 (3.17 in. to the mile or smaller).   The soil maps are
published as a part of a standard soil survey report with a county  as
the usual basis.  The mapping unit on most of the detailed soil maps is
a phase of a soil series;  before 1965 the mapping unit was designated
as a phase of a soil type.
I/  Redrawn from:  Marbut, C. F., "Parent Materials in Soils," In Atlas
~     of American Agriculture, Part 3. Soils of the United States. U.s!
      Department of Agriculture  (1935).
                                   48

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UNCONSOLlDATEC DEPOSIT

[        J Glociat Accumulations, Hig"l> CalcoieOul

Ey^,:: I;3 Glacial Accumulation*, Slightly or Noo-Cokareo

         I Marine DepOii'i; Mori arxi Chalk                                  ^^          V

Q   ^] Marine Depo.in; Sa.ds, Cl.yv o-d Li™,-c.^>      RESIDUAL ACCUMLK.ATION5  FROM



                                                           \  Sandstones ond Sttales
           = ndlatd Depot! tt;
          Giea* Plains N\a'e'io!

         I Alluvium Foni Otri"> Accumulations onti Graveti
I         U.S  Deporrrronl ol Agriculture. Al las o( America" Agricultun
I        Po.llll, Soils of me L.S . byC.F Morbut. July  IW5, Page
*i       US. Governmenr Printing OfHce.  Woihington D.C
                                                             Oronile a--d LJ'iclasiified Ma'pnok
                                            Figure  12  -  Parent Materials  Map  of  the  United   States

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          A phase of a soil series, the most common unit of mapping in a
detailed soil survey, is an engineering as well as an ecological entity.
From data for the soil series an engineer may obtain information on sub-
base requirements, grade height, drainage requirements, and shrinkage-
swelling criteria.!/  From soil series data a pedologist may predict
the constant (K) factor in an erosion-predicting equation, plant species
adaptation, internal drainage characteristics, water-holding capacity,
water-release curves, approximate lime and fertilizer requirements, and
the hazard of loss of plants by frost heaving.

          In all soil survey reports published after 1965, a set of tables
compares the USDA textural class for each horizon of the soil series map-
ping units with the unified system soil classification and the system of
the American Association of State Highway Officials (AASHO).  Table 2 is
an example obtained from a recent soil survey report from Georgia.i*

          In each soil survey report issued after 1965 are tables with
the following captions and content:

          1.  Soils and their estimated properties significant in en-
gineering.

               a.  Classification (sec Table 2);

               b.  Sieve analysis;

               c.  Permeability;

               d.  Available water capacity;

               e.  Reaction (pH); and

               f.  Shrink-swell potential.
\l  Michigan Department of State Highways, Field Manual of Soil Engin-
      eering, No. 1583, 5th ed., 474 pages, January 1970.
27  Soil Survey of Dawson, Lumkin, and White Counties,'Georgia, U.S.
      Department of Agriculture, Soil Conservation Service and Forest
      Service, in cooperation with the University of Georgia, College
      of Agriculture, Agricultural Experiment Station,  p. 70, April
      1972.
                                  50

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                                TABLE 2

     A COMPARISON OF THE USDA TEXTURAL CLASS»  THE UNIFIED SYSTEM,
         AND THE AASHO SYSTEM WITH HORIZONS OF APPLING SERIES
Soil Series
   Phase

  Appling
Depth From
  Surface
        in.
 cm

 0-18

18-132
        0-7
                                               Textural Class
   USDA
  System

Sandy Loam
                            7-52    Clay Loam
                132-188    52-74    Sandy Loam
Unified
System

  SM
                                 SM
AASHO
System

  A-2
                              MH, MH-CH,    A6, A7
                                CL, ML
                                                 A-4
                                   51

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          2.  Engineering  interpretations.

               a.  Suitability as source of  topsoil or road fill.

               b.  Soil  features adversely affecting highway location,
farm ponds, agricultural drainage, irrigation, terraces and diversions,
waterways, foundations,  and trafficways.


F.  Engineering Erosion  Control Criteria

          To successfully  establish vegetation on any soil, it is es-
sential that the slopes  be mechanically stable, the area be protected
from runoff water, and surface erosion be temporarily minimized with a
mulch.  On long slopes it  may be necessary to reduce effective slope
length with a system of  diversion or bench terraces.

          Temporary erosion control is fundamentally important and a
prerequisite to creating conditions favorable for plant growth.  There-
fore, basic considerations for construction design and planning are in-
cluded here to emphasize this fact.  An in-depth treatise on engineering
erosion control methods, however, is beyond the scope of this manual.
Detailed information is available in the several referenced documents.

          Erosion control criteria should have these objectives:

          1.  Temporary control of sediment until more permanent struc-
tures and/or vegetation are established.

          2.  Detention of storm waters on the construction site and
the release of these waters at nonerosive velocities.

          3.  Use of diversion terraces to divert water from the con-
struction site.

          4.  Use of a serrated, stair-step, or bench design of cut
slopes whenever feasible.JLti/
ll  Richards, D., and D. Ham, "Serrated Soft-Rock Cut Slopes," Depart-
~     roent of Transportation, Federal Highway Administration, Washington,
      D.C., Report FKNA-RDDP-5-1, 30 pages, June 1973.
2/  International Engineering Company, Colorado Division of Highways,
      Project 170-2  (38), Vail Pass, June 1973.
                                  52

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          5.  Establishment of cut and fill slopes as flat as feasible
consistent with the strengths of soils involved and economics.   Slope
stability depends on length and steepness, soil strength, moisture con-
tent, density, and other factors.!/

          Temporary erosion and sediment control measures may include
installation of the following:^'

          a.  Sedimentation traps or basins;

          b.  Berros;

          c.  Slope drains;

          d.  Toe-slope ditches;

          e.  Diversion channels; and

          f.  Haul roads.

          Summary of these six measures and other engineered erosion
control criteria have been developed by the Highway Research Board!/ and
are summarized in tabular form in three columns entitled "Treatment Prac-
tice," "Advantages," and "Problems," in Table 3.


G.  Physical Plant Bed Parameters

          The ideal physical plant bed must provide mechanical support
for plant roots, plus water and air.  Each day in the life of the plant
the soil must be in such physical condition as to permit roots to elong-
ate, as well as to exchange gases and absorb water and essential elements.
With too much water in the plant bed, carbon dioxide gas increases to
toxic levels because of a deficiency of oxygen for root  respiration.
I/  Little, A. L., "Foundations," Edward Arnold, Ltd., London, p. 3  (1961),
2/  Federal Highway Administration, "Suggestions for Temporary Erosion
      and Siltation Control Measures," U.S. Department of Transportation,
      40 pages, February  1973.
3_/  Highway Research Board, "National Cooperative Highway Research Pro-
      gram Synthesis of Highway Practice, No.  18, Erosion Control on High-
      way Construction,"  Division of Engineering, National Research  Coun-
      cil, National Academy of Sciences--National Academy of Engineering,
      pp. 42-46 (1973).
                                  53

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               TABLE 3
ENGINEERING EROSION CONTROL CRITERIA^
                                    a/
Treatment
Practice
ROADWAY DITCHES
Chtck Dams
Sediment Traps/
Straw Bale Filters
Sodding
~^> . . . ^

Seeding with Milch and Hitting
Paving, Riprap, Rubble
ROADWAY SURFACE
Crowning to Ditch
or Sloping to Single ler»
/ ~^
Connection
Aggregate Cover
^
-X
Seed/Mulch
Advantages

Maintain low velocities
Catch sediment
Can be constructed of logs, shot
rock, lumber, masonry or concrete
Can be located as necessary to col-
lect sediment during construction
Clean-out often can be done with on-
the-job equipment
Simple to construct
Easy to place with a minimum of prep-
aration
Can be repaired during construction
Immediate protection
Nay be used on sides of pa'v'ed ditches
to provide Increased capacity
Usually least expensive
Effective for ditches with low veloc-
ity
Easily placed 1n small quantities
with Inexperienced personnel
Effective for high velocities
Nay be part of the permanent erosion
control effort*

Directing the surface water to a
prepared or protected ditch min-
imizes erosion
The final lift of each day's work
should be well compacted and bladed
to drain to ditch or berm section.
Loose or unconnected mterlal Is
•ore subject to erosion
Minimizes surface erosion
Remits construction traffic during
adverse weather
Nay be used as part of permanent
base construction
Minimizes surface erosion
Problems

Close spacing on steep grades
Require clean -out
Unless keyed at sides and bottom,
t.-roslon nay occur
Little direction on spacing and size
Sediment disposal may be difficult
Specification must Include provisions
for periodic clean-out
Nay require seeding, sodding or pave-
ment when removed during final
cleanup
Requires water during first few weeks
Sod not always available
Will not withstand high velocity or
severe abrasion from sediment load
Will not withstand medluM to high
velocity
Cannot always be placed when needed
because of construction traffic and
final grading and dressing
.Initial cost is high

None - should be pert of good con-
struction procedures
None - should be part of good con-
struction procedures
Requires reworking and compaction If
exposed for long period* of time
Loss of surface aggregates can be
anticipated
Must be removed or is lost when con-
struction of pavement it cojMnced
               54

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                                            TABLE 3  (Continued)
          'Treatment
           Practice
             Advantages
                                                       Problem
CUT SLOPES
 Btrn f top Of cut
Diverts water from cut
Collects water for slope drains/paved
 ditches
May be constructed before griding Is
 started
Access to top of cut
Difficult to build on steep natural
 slope or rock surface
Concentrates water and my require
 channel protection or energy dis-
 sipation devices
Can cause water to enter ground,
 resulting In sloughing of the cut
 slope
 Diversion Dike
Collects and diverts water at • loca-
 tion selected to reduce erosion
 potential
May be Incorporated In the permanent
 project drainage
Access for construction
May be continuing maintenance problem
 If not paved or protected
Disturbed material or berm 1s easily
 eroded
 Slope Benches
Slows velocity of surface runoff
Collects sediment
Provides access to slope for seeding,
 •niching, and maintenance
Collects water for slope drains or
 My divert water to natural ground
Nay cause sloughing of slopes If
 weter'Infiltrate!
Require* additional ROW
Not always possible due to rotten
 material etc.
Requires maintenance to be effective
Increase! excavation quantities
 Slope Drains
 (pipe, paved, etc.)
Prevents erosion on the slope
Can be temporary or pert of permanent
 construction
Can be constructed or extended as
 grading progresses
Requires supporting effort to collect
 water
Permanent construction Is not always
 compatible with other project work
usually requires some type of energy
 dissipation
 Seeding/Mulching
The end objective Is to have a com-
 pletely grassed slope.  Early place-
 ment  Is < step 1n this direction.
 The mulch provides temporary erosion
 protection until grass Is rooted.
 Temporary or permanent seeding may
 be used.  Mulch should be anchored.
 Larger slopes can be seeded and
 mulched with smaller equipment if
 stage techniques are used.
 Difficult  to schedule high production
 units  for small  Increments
 Time of year may  be less desirable
 Nay require supplemental water
 Contractor mayjMrform this operation
 with untralnea or unexperienced per-
 sonnel and Inadequate equipment If
 stage  seeding  1s required
 Sodding
 Provides  Immediate protection
 Can be used to protect adjacent
  property from sediment and turbid-
  ity
 Difficult to place until cut  Is co
  plete
 Sod not always available
 Nay be expensive
 Slope Pavenent, Riprap
 Provides  Immediate protection for
  high risk  areas and under struc-
  tures
 Nay be cast 1n place or off site
 Expensive
 Difficult to place on high  slopes
 fey be difficult to maintain
 Temporary Cover
 Plastics are available  In wide rolls
  and large sheets  that  may  be used
  to provide temporary protection for
  cut or fill slopes
 Easy to place and  remove
 Useful  to protect  high  risk areas
  from temporary erosion
 Provides only temporary protection
 Original surface usually requires
  additional  trealewnt when plastic  1s
                                                                               Must be anchored to prevent wind
 Serrated Slope
•Lowers velocity of  surface runoff
 Collects sediment
 Holds moisture
 Minimizes amount of sediment reaching
  roadside ditch
 May cause minor sloughing If water
  Infiltrates
 Construction compliance
                                                        55

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                                          TABLE  3  (Continued)
          Treatment
          Practice
              Advantages
                                                        Problems
FILL SLOPES
Benu it Top of Embankment
Prevent runoff from embankment sur-
 face from flowing over face of fill
Collect runoff for slope drains or
 protected ditch
Can be placed as a part of the normal
 construction operation and Incor-
 porated Into fill or shoulders
Cooperation of construction operators
  to  place final lifts at edge for
  shaping Into berai
Failure to compact outside lift whan
  work  1s resumed
Sediment buildup and berm failure
Slope Drains
Prevent fill slope erosion caused by
 embankment surface runoff
Can be constructed of full or half -••'
 section pipe, bituminous, metal,
 concrete, plastic, or other water-
 proof material
Can be extended as construction
 progresses
May be either temporary or permanent
Permanent construction as needed may
 not be considered desirable by con-
 tractor
Removal of temporary drains may
 disturb growing vegetation
Energy dissipation devices are
 required at the outlets
Fill Barms or Benches
Slows velocity of slope runoff
Collects sediment
Provides access for maintenance
Collects water for slope drains
Nay utilize waste
Requires additional fill material (f
 waste Is not available
Nay cause sloughing
Additional ROM may be needed
Seodlny/Nulchtng
Timely application of mulch and
 seeding decreases the period a slope
 1s subject to severe erosion
Mulch that 1s cut In or otherwise
 anchored will collect sediment.  The
 furrows made will also hold water
 and sediment
Seeding season may not be favorable
Not  100 percent effective In pre-
 venting erlston
watering may be necessary
Steep  slopes or locations with low
 velocities may require supplemental
 treatment
PROTECTION OF ADJACENT PROPERTY
 Brush  Barriers
 Use slashing and logs from clearing
  operation
 Can be covered and seeded rather than
  removed
 Eliminates need for burning or  dis-
  posal off ROW
 Nay be considered unsightly 1n  urban
  areas
Straw Bale Barriers
 Straw 1s  readily  available  In many
  areas
 When  properly  Installed, they filter
  sediment and  some turbidity from
  runoff
 Require  removal
 Subject  to  vandal damage
 Flow Is  slow  through  straw  requiring
  considerable area
Sediment Traps
Collect much of the sediment spill
 from fill slopes and storm drain
 ditches
Inexpensive
Can be cleaned and expanded to meet
 need
Do not eliminate all sediment and
 turbidity
Space Is not always available
Must be removed (usually)
Sediment Pools
Can be designed to handle Urge
 volumes of flow
Both sediment and turbidity are
 removed
Nay be Incorporated Into permanent
 erosion control plan
Require prior planning, additional
 RON and/or flow easement
If removal Is necessary, can present
 a major effort during final con-
 struction stage
Clean-out volumes can be large
Access for clean-out not always con-
 venient
                                                   56

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                                          TABLE  3  (Continued)
          Treatment
          Practice
             Advantages
                                                       Problem
PROTECTION OF ADJACENT PROPERTY (continued)
Energy Dlislpetort
Slow velocity to permit sediment col-
 lection and to minimize channel
 erosion off project
Collect debris and require cleaning
Require special design and construc-
 tion of large shot rock or other
 suitable material from project
Level Spreaders
Convert collected channel or pipe
 floN back to sheet flow
Avoid channel easements and construe-
 tlon off project
Simple to construct
Adequate spreader length Key not be
 available
Sodding of overflow berm Is usually
 required
Must be a part of the permanent
 erosion control effort
Maintenance forces must maintain
 spreader until no longer required
PROTECTION OF STREAM
Construction Dike
Permits work to continue during nor-
 mal stream stages
Controlled flooding can be accom-
 plished during periods of Inactivity
Usually requires pumping of work site
 water Into sediment pond
Subject to erosion from stream and
 from direct rainfall on dike
Cofferdam
Work can be continued during most
 anticipated stream conditions
Clear water can be pumped directly
 back Into stream
No material deposited 1n stream
                                                                             Expensive
Temporary Stream Channel Change
Prepared channel keeps normal  flows
 away from construction
New channel usually will require pro-
 tection
Stream must be returned to old chan-
 nel and temporary channel refilled
Riprap
Sacked sand with cement or stone easy
 to stockpile and place
Can be Installed In Increments as
 needed
Expensive
Temporary Culverts for Haul
 Roads
Eliminate stream turbulence and tur-
 bidity
Provide unobstructed passage for fish
 and other water life
Capacity for normal flow can be pro-
 vided with storm water flowing over
 the roadway
Space not always available without
 conflicting with permanent structure
 work
May be expensive, especially for
 larger sizes of pipe
Subject to washout
Rock-lined Low-Level Crossing
Minimizes stream turbidity
Inexpensive
Miy also serve as ditch check or
 sediment trap
May not be fordeble during rain-
 storms
During periods of low flow passage
 of fish may be blocked
                                                       57

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                                      TABLE 3 (Concluded)
           Treatment
           Practice
           Advantages
            Problem
  BMRW AREAS
  Selective finding and Shaping
Nattr can be direct* to minimize
 off-site damage
Flatter slopes enable mulch to be cut
 Into soil
Nay not be most economical work
 Method for contractor
  Stripping and Replacing of
   Topsoll
Provides better seed bed
Conventional equipment can be used
 to stockpile and spread topsoll
May restrict VO!UM of material that
 can be obtained for a site
Topsoll stockpiles oust be located to
 minimize sediment damage
Cost of rehandllng Material
  Dikes, Nrm»
  Diversion Ditches
  Settling Basins
  Sediment Traps
  Seeding I Mulch
See other practices
See other practices
a/   Highway  Research Board,  "National  Cooperative Highway  Research Program Synthe-
       sis of Highway Practice No.  18,  Erosion Control  on Highway Construction,"
       Division of  Engineering, National Research  Council,  National Academy of  Sci-
       ences—National Academy of Engineering, pp. 42-46 (1973).
                                                58

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An excess of water also hastens reduction of soil nitrates, a nutrient,
to soil nitrites, a toxin.  Too little water, and a plant wilts and
dies.  A continuous water film around the roots is also necessary to
the absorption of 14 of the 16 essential plant nutrients.

          When there are no restrictive layers in the soil, and water is
adequate, most grasses and legumes that are seeded on soil disturbed by
construction activities will usually root to a depth of at least 90 cm
(3 ft).  On construction fill slopes, the seeded grasses and legumes
often have this much soil depth unless they have been compacted exces-
sively.  The principal difficulty is encountered on cut slopes where
dense natural parent materials often occur.

          Seldom does a cut slope have a desirable physical condition
to permit plant roots to grow to a depth of 90 cm  (3 ft) or 60 cm  (2 ft)
or even 30 cm (1 ft).  The usual recommendations suggest preparing a
seed bed on cut slopes to a depth of 10 to 15 cm  (4 to 6 in.).  On a cut
slope, if the seed bed is restricted to a depth of 15 cm  (6 in.),  this
15-cm  (6-in.) depth must be made ideal, both physically and chemically,
for seedling germination and plant establishment.  This means  some kind
of mulch must be provided to stabilize the soil surface, capture rain-
fall, and reduce loss of water by surface evaporation between  rains.
A physical condition in the soil must be developed to hold and release
the right amount of water to plant roots; and void spaces  must be  main-
tained to serve as passageways for carbon dioxide  and oxygen exchange.

          To serve as a "waterproof"  foundation for a road, a  clay soil
should be compacted  to a  bulk  density of at  least 1.8,  and a sand-clay
soil to at  least  1.9.  Such high  soil bulk densities, however, prevent
the growth  of plants.  The ideal  bulk density  for plant growth on  a clay
soil is about 1.2  and  for a sandy soil  about 1.3.  Bulk densities  greater
than 1.4  for a clay  soil  and  1.6  for a  sandy soil generally  provide poor
seed beds and may  restrict plant  root growth.*

          Preconstruction procedures include sampling  the soil in  the
area of  the planned  construction.  For  use in texture  (mechanical)
    Bulk density is  the  density of the  solid soil particles plus  the  voids
      between them.   The values are ratios in relation to the weight  of
      an equal volume of water.  A bulk density of 1.4 means a weight per
      cubic centimeter of 1.4 g (87.36  lb/ft3).   Soil particle density
      averages about 2.65 times the weight of an equal volume of  water.
                                  59

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analysis as well as  for  soil nutrient analysis,  the usual  size of a sam-
ple  is  2.5 kg  (5 Ib), 500 g  (1  Ib) of which can  be sent  to the laboratory
for  nutrient testing and 2 kg  (4  Ib) used  for mechanical analysis.  Sam-
pling should include the site of  the construction area and other sites
planned for use as borrow materials and sources  of topsoil.  All con-
trasting soil  series should be  sampled separately to below the depth of
planned construction, including foundation footings.

          Soil sampling  procedures for soil nutrient testing may be ob-
tained  from any local county extension office, whose office is usually
at the  county  seat,  or from the State agricultural university, whose
address is in  Section V.

          1.   Soil texture:  A  soil classified as loam in  the USDA system
is usually considered ideal for plant growth.  Using, as an example, the
0 to 40 cm (0  to 16  in.) soil depth of the Chandler soil series in the
Soil Survey of Dawson, Lumkin,  and White Counties, Georgia (1972, p. 70)
the  USDA soil  textural class is a loam, the Unified classification is
ML,  and the American Association  of State  Highway Officials (AASHO)
designation is A-4.

          A median loam  soil has  the following soil separate composi-
tion.^

          Sand - 407.

          Silt - 40%

          Clay - 20%

          In the Unified system,  the same  Chandler loam  is designated
ML which means (a) fine-grained soils, inorganic silts,  and very fine
sands;  (b) fine-grained  soils with more than 50% retained  on a 200-
mesh sieve; and (c)  plasticity  index is low.

          Classification according to the  system of the AASHD of the
same Chandler  loam is A-4, more than 35% passing  a 200-mesh sieve,
fair as a subgrade.

          2.   Soil structure;  Although a loam soil may be texturally
satisfactory for plant growth,   the structure may or may not be satisfactory.
I/  In the U.S. Department of Agriculture system, a loam soil varies from
      less than 52% sand, 28 to 50% silt, and 7 to 27% clay.
                                 60

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Structure refers to the grouping of the individual particles.  Natural
groups or aggregates are designated as peds and artificially formed
aggregates are clods.  A soil disturbed by construction activities
usually has a minimum of peds and a maximum of clods.

          Feds and clods can be classified into three categories as fol-
lows:

          1. Type (shape and arrangement)

               Platy (flattened appearance)

               Blocklike (angular and subangular blocky, resembling baby
                 blocks)

               Spheroidal (granular, crumb; like imperfect marbles)

          2.  Glass  (size)

                Fine or thin

                Medium

                Coarse

          3.  Grade  (degree of distinctness)

                Structureless  (like loose  sand)

                Weak (indistinctly  formed)

                Strong  (we 11-formed)

          3.  Soil  consistence;   Soil  consistence  refers  to the resis-
tance  to  rupture  or deformation  of  soil clods.   The  categories depend
upon the  relative wetness of the clods.

          Consistence  terms when wet:

             Nonsticky

             Slightly sticky

             Very  sticky
                                  61

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           Consistence terms when moist:

             Loose

             Friable

             Firm

           Consistence terms when dry:

             Loose

             Soft

             Hard

           4.   Soil  depth;   On a  road cut  the  ideal  loam soil  in good
 physical  condition  for plant growth could be  described  as:

           At  least  15 cm (6 in.)  deep  to  any  restricting layer.

           Containing  approximately 407. sand,  407.  silt,  and  20% clay.

           Having a  structure with a spheroidal  type, medium class,
              strong grade,  with  a friable consistence when  moist.

           Soils  with  more  than 107. organic matter are designated in the
 USDA system as mucky  or  peaty subcategories of  the  mineral  soil textural
 class.  In the Unified system they are designated as OL or  OH for organic
 silts and clays  and as Ft  for peats and mucks;  and  for  the  AASHO system
 the  designation  A-8 is used.   The percentage  of organic matter neces-
 sary for  making  a loam soil an ideal medium for plant growth  is approxi-
 mately 5;  however,  some  State highway  departments specify 5 to 207.
 organic matter as desirable.

           To  summarize:  a  loam  soil in ideal physical  condition for
 plant growth  should,  by  volume,  consist of about  one-half solid soil
 particles  (45% mineral and  57. organic), about one-fourth water, and one-
 fourth air-filled voids.  The  bulk density of such  a soil will be about
 1.25  and it will  weigh about  1,250 kg/m3  (78  lb/ft3) when dry.  When
moist (as above), a cubic meter of soil will  contain 250 kg of water
and weigh 1,500 kg  (15.6 Ib  HaO + 78 Ib soil  «  93.6
                                  62

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          Topsoil parameters for the States of Maryland, Minnesota, and
Utah are compared in Table 4.  Of the soil separates, only the clay per-
centage is specified as minimum and maximum by all three States.  The
minima specified by the three States are 5, 12, and 107., respectively;
whereas, the maxima are 30, 47, and 35% for Maryland, Minnesota, and Utah,
respectively.  No rationale can be offered for the differences.  Maryland
specifies a soil pH minimum of 6.0 but no maximum; Utah specifies a minimum
pH of 5.5 and a maximum of 8.5.  Utah specifies a maximum of 107. exchange-
able sodium and a maximum electrical conductivity (as indirect measure
of total soluble salts) of 4.0 milliohms.
H.  Nutrient Plant Bed Parameters

          A respresentative total chemical composition in kilograms per
cubic meter (lb/ft3) will be:
                              kg/m3               lb/ft3

          Silica              1,009                63.0
          Alumina               139                 8.7
          Iron                   40                 2.5
          Potash                 22                 1.4
          Calcium                11                 0.7
          Magnesium               8                 0.5
          Phosphorus              2                 0.1
          Nitrogen                2                 0.1
          Other               	6                 1.0

               Total          1,250                78.0
          Silica and alumina, the most abundant substances in  soils,
although absorbed by plants, are not essential for plant growth.  The
essential elements for the growth of all seed-bearing plants and  their
sources are:

                         From Air and Water

                           Hydrogen
                           Oxygen
                           Carbon
                           Nitrogen*
   Nitrogen comes originally  from the air,  but  plants  absorb nitrogen
     from fixed forms in the  soil.

                                  63

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                                      TABLE 4

                A COMPARISON OF TOPSOIL CHARACTERISTICS SPECIFIED BY
             THE HIGHWAY DEPARTMENTS IN MARYLAND. MINNESOTA. AND UTAt£'
  Component/          	Percentage of Soil	
Characteristic        	Minimum	      	Maximum	
   of Soil            Marylapd   Minnesota   Utah      Maryland   Minnesota   Utah

    Gravel               --         --        "          ~         ~       20
     Sand               20           3        --          75         57       65
     Silt               10          12        --          60         62       80
     day                5          12       10           30         47       35

    Organic              1.5
    Matter

      pH                 6.0        —        5.5         —         —        8.5

 Exchangeable            --         --        —          ~         "       10
    Sod turn
  Percentage

  Electrical             --         —        "          "         "        4-°
 Conductivity
  (mohms/cm
   at 25"C)
a/  (1)  Maryland Department of Transportation, "Article 20.26 Topsoil."
~   (2)  Foote, L. E., D. L. Kill, and A. H. Holland, "Erosion Prevention and Turf
           Establishment Manual," Office of Materials, Construction Division,
           Minnesota Department of Highways, 43 pages, p. 22 (1970).
    (3)  Cook, W. C., I. B. Jensen, G. B. Coltharp, and E. M. Larson, "Seeding
           Methods for Utah Roadsides," Utah State University Resource Series 52,
           p. 6, August 1970.
                                         64

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                     From Soils  and Fertilizers

          Primary Nutrients                   Secondary Nutrients

          Nitrogen*                               Calcium
          Phosphorus                              Magnesium
          Potassium                               Sulfur

                           Micronutrients

                           Manganese
                           Copper
                           Chlorine
                           Molybdenum
                           Zinc
                           Iron
                           Boron

          Mineral soils below a pH of 6.0 and organic soils below 5.0
should be limed if a legume is included in the seeding mixture.   The pH
is, however, not the best measure of lime requirement because the re-
serve soil acidity is ignored.  Most soil testing laboratories operated
by land-grand universities now use a buffer solution to determine lime
requirements.  This adequately measures both active and reserve acidity.
For adequate availability of all essential soil nutrients, mineral soils
should be maintained at a pH of about 6.5 and organic soils 5.5.

          Almost all agricultural soils are enhanced by the application
of animal manures and chemical fertilizers containing nitrogen, phos-
phorus, and potassium; soils disturbed by construction activities in-
variably benefit more from fertilizers because infertile subsoils and
substrata often are intermixed.   Stockpiling of the A horizon and apply-
ing it on the finished slopes can often reduce this difference.

          Fertilizer recommendations for agricultural soils are deter-
mined by field plot tests supplemented by chemical soil nutrient tests.
Disturbed subsoils and substrata must rely on information obtained
through the proper sampling of the  soil, and analysis and interpreta-
tion of their nutrient needs.
   Nitrogen comes originally from the air, but plants absorb nitrogen
      from  fixed forms in the soil.
                                  65

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           Soil testing in the 50 States for available plant nutrients
 now totals almost 4 million samples a year.  In general, the tests indi-
 cate a decreasing supply of available nutrients with depth.  The deeper
 the disturbance of soils by construction activities and the more the
 intermixing of materials, the more essential it is to collect more soil
 samples for fertility testing.  By liming and fertilizing according to
 the results of soil tests, a uniform and vigorous stand of vegetation
 can usually be established quickly on soils and underlying parent mate-
 rials which have been disturbed by construction activities.

           Fertilizers applied immediately prior to the seeding of adapted
 vegetation will facilitate rapid establishment.   Documentation of this
 effect is scare;  however, the Minnesota Department of Highways has some
 evidence covering the period of May 1959 to August 1961 which substanti-
 ates it.   Based upon the relative percentage of ground cover,  a seeding,
 fertilized according to the results of a soil test,  had a cover per-
 centage between 80 and 90,  whereas an unfertilized seeding on a similar
 soil had a ground cover of 70% in 1959 and between 75 and 80% during
 1960 and 1961.   Since rapid establishment  is more  important in erosion
 control on disturbed soils,  fertilizers were credited with more than  a
 15% increase  in ground cover during the first year (Figure 13).

           Fertilizing a construction site  according  to a soil  test  assures
 that essential  elements will be  available  to the plants in a balanced
 ratio;  it also  assures the most  efficient  expenditure of money for  fer-
 tilizer,  and  that  a minimum of excess  fertilizer will pollute  the water
 environment.
 I.   Sediment  Control and Urbanization

          On  construction sites,  raindrops  strike bare  soil and alter
 its  surface properties.  Voids and cracks through which water moves are
 sealed, thus  reducing infiltration and increasing runoff and erosion.
Any  surface covering material, living or nonliving, reduces the impact
of the raindrop, encourages soil-burrowing members of the animal kingdom,
and  increases infiltration.  The  gross result is more water in the soil
available for plant growth and less runoff sediment into streams.

          Before man's disturbing activities began, soil material on
upper slopes in the United States probably eroded at about the same
rate as soil profiles were formed from parent material, i.e., at about
the rate of 560 kg/ha/year (500 Ib/acre/year).
                                 66

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            90
        5  80
        U
            70
                             No Fertilizer
              ,t
Aug
1959
Apr
Aug
1960
Nov
Apr
Aug
1961
Nov
Figure 13 - Fertilizing a Nev Seeding According to the Results of a
   Soil Test Increases Plant Density by 15% the 1st Year and by
   More than 5% the Following 2 Years; Foote, L. E., D. L. Kill,
   and A. H. Holland, "Erosion Prevention and Turf Establishment
   Manual," Office of Materials, Construction Division, Minnesota
          Department of Highways, 43 pages, p. 18 (1970).
                                 67

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          As a consequence of man's use and abuse of upper slopes, ero-
sion is now more rapid.  For example, in the entire Mississippi River
Basin, soils presently erode at twice the natural geologic rates—at
1,100 kg/ha/year (1,000 Ib/acre/year).—'  Soils in present-day forests
are now eroding at this same rate.  Soils used for pastures in northern
Mississippi erode at the rate of about 3,400 kg/ha (3,000 Ib/acre), and
cultivated fields in the same area 47,000 kg/ha/year (42,000 Ib/acre/
year).  In the same watershed, the ratios of erosion of GeologicrForest:
Pasture:Cropland are:  1:2:6:84 (Figure 14a).

          In an urbanizing watershed in Fairfax County, Virginia, con-
struction of highways resulted in an annual yeild of slightly more than
110,000 kg/ha (100,000 Ib/acre); and urban developments in Kensington,
Maryland, were responsible for a yield of more than 170,000 kg/ha
(150,000 Ib/acre).  These rates, compared with the foregoing rates of
erosion, result in the following comparative ratios:

  Geologic:Forest:Pasture:Cropland:Highway Construction:Urbanization.

     1    :   2  :   6   :   84   :      200           :     300.

          Sediment yields from urbanizing areas under construction have
been reported as high as 340,000 kg/ha/year (310,000 Ib/acre/year).!/
At the other extreme, yields of less than 3,400 kg/ha/year (3,100 lb/
acre/year) may result from urbanization when all known criteria for
control are applied (Figure 14a).

          The National Atlas of the Unified States lists the total area
of the United States as 9,170,983 km* (3,540,920 miles'4), used approxi-
mately as follows:
If  Dow Chemical Company, Economic Analysis of Erosion and Sediment Con-
      trol Methods for Watersheds Undergoing Urbanization. Midland,
      Michigan, 181 pages (1972).
Z/  Guy, H. P., and D. E. Jones, Jr., "Urban Sedimentation—In Perspec-
      tive," Journal of the Hydraulics Division. Proceedings of the
      American Society of Civil Engineers. No. 9420 HY12, pp. 2099-2116,
      December 1972.
                                  68

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O*
VO
                        10*
                   v* *«.
                   S2  105
                        104
                             0.01
DRAINAGE AREA, SQUARE  KILOMETERS
 0.1       1.0       10      100      1000
                   >-UJ
                     a;
                   O QC
                   UJ Ul
                   (/> CL.
                        10V
                        K>2
                                                    L
                         LEGEND
                         • -Watershed Undergo!ng-
                             Construction
                         o-Natural Watershed
                       J.
L
                                0.01     0.1       1.0       10       100
                                       DRAINAGE AREA,  SQUARE MILES
                                        1000
                                                                                     105
                                                                                     104  2
                                                     Zf*

                                                103
                                                                                           LU
                                                    5O
                                                1Q2 «"
                                                       C£
                                                       Ul
                                                       a.
              Figure 14a - Effect of Construction Intensity and Drainage Area  on  Sediment Yield
                      (Most of data are from Baltimore and Washington,  D.C., metropolitan
                           areas.  Term dilution refers to drainage from relatively
                                        stable nonconstruetion areas.)

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           83% - Forests,  rangelands,  mountains and deserts

           13% - Cropland

           2.5% - Urban areas

           1.1% - Highways and roads

           Urban areas occupy about 2.5% of the total land area of the
 United States.   This percentage is equal to 229,275 km2 (88,523 miles2).
 A very rough estimate places the percentage of total land of the  United
 States that is  being disturbed by urbanization each year at  0.04% (3,668
 km2)(1,416 miles2).

           The effective control of sediment runoff from urbanizing areas,
 as viewed by agriculturists, is to "establish a pasture on them." Stated
 in another way,  the  planner, the developer,  the contractor,  and the
 "pasture  specialist," must coordinate  their efforts at  all stages of
 planning  and implementation.

           The cardinal principles of sediment control include:  slope
 grade  reduction for  more  rapid vegetation  establishment;  selection of
 acceptable species of grasses,  legumes,  shrubs,  and trees; application
 of lime and fertilizer as  specified by a soil test;  use of a mulch;
 seeding and planting during the most favorable  season;  watering if
 necessary to establish a  stand;  and periodic inspection and  maintenance.
 When vegetation  alone is not feasible  to control sediment  yields,  suit-
 able structures  may  be needed.

           Design criteria  for soil erosion and  sediment control appli-
 cable  to  urbanizing  areas  in the State of  Maryland are  detailed by the
 Soil Conservation Service.A'   Similar  criteria  for critical  area  stabiliza-
 tion on urban construction sites may be obtained from the  resident Dist-
 rict Conservationist of the  U.S.'Soil  Conservation Service.  In forested
 areas, additional sources  of expertise are the  respective  State forester
 and the personnel of the U.S.  Forest Service.

           The objective in establishing vegetation on soils  disturbed by
 construction activities should be to reduce  erosion and sediment yield
 to at  least  the  rate from  pasturelands,  or 3,400 kg/ha/year  (3,000 lb/
 acre/year).   In  essence, this means the  establishment of a vegetative
 cover  on  disturbed soils that is  as protective as  pasture  swards.
T7Soil Conservation Service, U.S. Department of Agriculture, "Standards
      and Specifications for Soil Erosion and Sediment Control in Urban-
      izing Areas," variously paged, November 1969.
                                  70

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          Meiraani'  has developed a generalized line graph showing the
relationship between density of vegetative ground cover and yield of
sediment to streams (Figure 14b).  From this graph it can be concluded
that sediment is effectively stabilized only when the ground cover
density is greater than 50%; and that a ground cover of 15% or less is
no better than bare soil.
J.  Seed and Plant Selection

          The selection of plant species for a particular site will de-
pend upon a list of adapted plants that have the desired characteris-
tics.  According to the system presented in Figure 15,—' parameters, clas-
sification, and examples of grasses and legumes are shown.

          The State and Federal seed laws require that each lot of seed
offered for sale shall be packaged and labeled, and that the labels show:

          1.  Percentage of pure seed;

          2.  Percentage of weed seeds, including noxious weeds;

          3.  Percentage of other crop seeds;

          4.  Percentage of inert matter;

          5.  Percentage of hard seeds;

          6.  Percentage of viable seeds;

          7.  Date of germination test;

          8.  Name and address of shipper, seller, or person who  labeled
the  seeds; and

          9.  Net weight of seeds.
I/  Meiman, J. R., "Water and Erosion Control in Relation  to Revegeta-
""     tlon of High-Altitude Disturbed lands," In:   Revegetation of High-
       Altitude Disturbed Lands, pp.  24-30, Proceedings  of  a Workshop at
       Ft. Collins. Colorado, 31 January  through 1 February 1974.
21  Foote, L. E., D. L. Kill, and A. H.  Bo Hand, Erosion Prevention and
"~     Turf Establishment Manual. Minnesota Department of Highways, pp.
       13 and  14  (1970).
                                  71

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Q
_J
LU
Z
Ld
Q
LU
         10  20  30  40  5O  60  70 80  9O  100
        GROUND COVER  DENSITY(PERCENT)
  Figure 14b - Generalized Schematic Diagram of Sediment Yield
            as a Function of Ground Cover Density
                           72

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(.uiwlli. height

(iniwtli. (nil


Origin
 MaintenaiKT
 To Maintain Stancl^— Medium
                       Easy
 Hoot System
                                       Summer
                                        Winter
                                        Long-lived
                                       Start-lived
Examples
 Kentucky bluegruss, bt:nlgrii$s, red fescue
 Smooth broini-nrass, n-ed ciinarynniss, timothy
 HulFalograss, Kentucky l)lnc)jrass, rud fuse-tie
 Hedtop, iXTi'imial ryi-^rass
 SnuKith hromi'graiS, tiinotliy, switi-linrass
 Timothy, big lilucstcin, sand dropsetxl, perennial
 Quuckgrass, smiM)th hroim-gniss, Kentucky blutrgruss, switehgrass
 Smootli hromc^rass, Kcntiieky  hlnegrass, utfalfa, white
 clover.
 Switcligrass, big blnrstein, sand dropneed.
 Rud clover, alsiko, saml  dro|»seed, rye, perennial rye-
 grass, fluid liromegrass.
 Prairie cordgrass, some benlgrasses.
 White clover, crownvetcli, quackgrass,  Kentucky bine-
 grass, sm
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           Seeds  of many grasses  should be treated with suitable  chemi-
 cals  to  control  the fungus  disease  "damping-off" and to improve  germina-
 tion  and early seedling survival.   Certain smut diseases on such grasses
 as  the millets,  slender wheatgrass,  Canada wild rye, and sudangrass can
 be  controlled by seed treatment  prior to seeding.   Seed treatment can
 also  protect  seeds against  certain  insects.

           Many legume seeds should  be scarified, scratched,  to break
 their impermeable seed coat and  thus hasten absorption of water  and
 germination.  All legume seeds should be treated not more than 24 hr
 prior to seeding with the exact  type of bacterial inoculum  to supply the
 proper microbes  for symbiotic nitrogen fixation.  Large batches  of seed-
 containing legumes can be mixed  with inoculum in a cement mixer.   When
 legume seeds  are to be sown with a  hydroseeder,  the Kentucky Department
 of  Transportation!'  recommends the  use of five times the normal  amount
 of  inoculant  as  suggested by the manufacturer.

           The following characteristics of plants  should be  considered
 in  selecting  species for planting on disturbed soils,  as proposed by
 Jackobs  et al.2/ for highways.

           1.  Plants must have the proven ability  to thrive  under the
 conditions of the site where they are proposed to  be established,  such
 as  steep,  dry, sandy,  clayey, wet, salty,  alkali,  or acid areas.

           2.  Plants that are low-growing and spread from rhizomes or
 stolons  should be given preference.

           3.  Rapidly  developing plants should be  given preference over
 those that become established slowly,  especially on highly erosive
 soils.

           4.  Resistance to fire or  the ability to recover quickly after
 a fire are  necessary attributes.
I/  Kentucky Department of Transportation, Bureau of Highways, Special
~     Provision No. 46-D, Water Pollution Control, Frankfort, Kentucky,
      8 pages, p. 3, January 1973.
2/  Jackobs, J. A., 0. N. Andrews, Jr., C. L. Murdock, and L. E. Foote,
      "Turf Establishment on Highway Right-of-Way Slopes--A Review,"
      University of Illinois Agronomy Series No. 77 (1967).
                                 74

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          5.  Plants should be as resistant as possible to insects and
diseases.

          6.  Plants that are not palatable to wild or domestic animals
should be given preference over those that are.

          7.  Plants that are likely to escape and become a noxious
weed in cultivated fields should not be used in fanning areas.

          8.  Poisonous plants should not be planted.

          Specific selection of plants species to seed or plant on dis-
turbed soils has been made in the past in the following ways:

          1.  Buying whatever seed mixture is available on the open
market at the time the seeds are needed.

          2.  Ordering the mixtures or plants from a reputable supplier
several months in advance of seeding and planting time.

          3.  Following the recommendations of the Agricultural Experi-
ment Station, the Extension Service, or the District Soil Conservationist
of the respective States (Figure 16).

          The Soil Conservation Service operates 21 plant materials
centers in the United States that receive and evaluate foreign plants
introduced by the Agricultural Research Service of the United States
Department of Agriculture (Section V-G).  The Centers also collect and
test potential seeds and plants from the United States.  As stated in
the Federal Register.—  "The emphasis of the SCS plant materials work is
to find suitable plants for erosion control adapted to soil and site
conditions where it is difficult to establish vegetation."  The soil
and site conditions encountered in eroded areas many times are similar
to those disturbed by construction activities.  The seeding and planting
techniques should also be similar.

          Seed and plant recommendations in SCS Technical Guides are
made on an area basis through the use of the "Land Resource Regions and
I/  Federal Register. 39(75):13784, 17 April 1974.
                                  75

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                                                                                  ••   - • •
-J
~
                                 •

                                                    1




                 Figure 16 - The Original  Seeding Had  Failed on This Fill Slope.   The roadside was
                     again fertilized  and reseeded with a recommended seed mixture.  This photo
                          was taken 1  year  later (West  Virginia).  (Courtesy of Roy Blaser)

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Major Land Resource Areas of the United States (exclusive of Alaska and
Hawaii),"i/ presented in Figure 17 and the legend that follows.
K.  Seeding, Planting, and Sodding

          Probably the most critical of all decisions in the successful
establishment of vegetation on soils disturbed by construction activi-
ties is the time of seeding.

          Seed and seeding data for grasses, forbs and legumes, and
shrubs adapted to the 17 western States are tabulated in Section V-L,
followed by characteristics and seeding recommendations for grasses and
legumes adapted to the midwestern United States in Section V-M.

          Tree and shrub planting guidelines are summarized by the Bureau
of Land Management.hJ  Trees and shrubs planted alone are not effective
immediately in reducing erosion sediment yield; they are, however, recom-
mended under these conditions:

          1.  When planted in conjunction with a surface mulch such as
woodchips.

          2.  When a perennial seeding mixture is used on the same area
as the trees and shrubs.

          3.  When the area is naturally a  forest environment.

Trees and shrubs are not recommended on highways where they obstruct
the view of motorists.

          Sodding in  lieu of seeding is usually the recommended practice
to protect the soil from erosion on new construction sites on steep
slopes and around culverts, especially in urban areas.  Sprigging refers
to the planting of pieces of certain grasses that reproduce by under-
ground stolons or above-ground runners, such as bermuda grass.
\J  Austin, M. E., "Land Resource Regions and Major Land Resource
      Areas of the United States  (exclusive of Alaska and Hawaii),"
      U.S. Department of Agriculture, Soil Conservation Service, Agri-
      culture Handbook 296, 82 pages  (1965).  Note:  As of September
      1974, this  Handbook was being revised for a predicted publica-
      tion date of 1976.
2/  Bureau of Land Management, U.S. Department of the Interior, Manual
      Transmittal Sheet No. 7414, "Tree and Shrub Planting,"  Release
      7-11, dated 11 October 1968.
                                  77

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- I
00
                  Figure 17 - Land Resource Regions and Major Land Resource Areas of the United States
                                            (exclusive of Alaska and Hawaii)

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A.  NORTHWESTERN FOREST, FORAGE, AND SPECIALTY CROP REGION

          1.  Northern Pacific Coast Range and Valleys
          2.  Williamette and Puget Sound Valleys
          3.  Olympic and Cascade Mountains (Western Slope)
          4.  California Coastal Redwood Belt
          5.  Siskiyou - Trinity Area

B.  NORTHWESTERN WHEAT AND RANGE REGION

          6.  Cascade Mountains (Eastern Slope)
          7.  Columbia Basin
          8.  Columbia Plateau
          9.  Falouse and Nez Perce Prairies
         10.  Upper Snake River Lava Plains and Hills
         11.  Snake River Plains
         12.  Lost River Valleys and Mountains
         13.  Eastern Idaho Plateaus

C.  CALIFORNIA SUBTROPICAL FRUIT, TRUCK, AND SPECIALTY CROP REGION

         14.  Central California Valleys
         15.  Central California Coast Range
         16.  California Delta
         17.  Sacramento and San Joaquin Valleys
         18.  Sierra Nevada Foothills
         19.  Southern California Coastal Plain
         20.  Southern California Mountains

D.  WESTERN RANGE AND IRRIGATED REGION

         21.  Klamath and Shasta Valleys and Basins
         22.  Sierra Nevada Range
         23.  Malheur High Plateau
         24.  Humboldt Area
         25.  Owyhee High Plateau
         26.  Carson Basin and Mountains
         27.  Falion - Lovelock Area
         28.  Great  Salt Lake Area
         29.  Southern Nevada Basin and Range
         30.  Sonoran Basin and Range
         31.  Imperial Valley
         32.  Northern  Intermountain Desertic  Basins
         33.  Semiarid  Rocky Mountains
         34.  Central Desertic  Basins, Mountains,  and Plateaus
         49.  (See  E)
                                    79

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         35.  Colorado and Green Rivers Plateaus
         36.  New Mexico and Arizona Plateaus and Mesas
         37.  San Juan River Valley Mesas and Plateaus
         !38.  Black, llualpai, and Ccrbat Mountains
         39.  Arizona and New Mexico Mountains
         40.  Central Arizona Basin and Range
         41.  Southeastern Arizona Basin and Range
         42.  Southern Desertic Basins, Plains, and Mountains

E.  ROCKY MOUNTAIN RANGE AND FOREST REGION

         43.  Northern Rocky Mountains
         44.  Northern Rocky Mountain Valleys
         45.  Alpine Meadows and Rockland
         46.  Northern Rocky Mountain Foothills
         47.  Wasatch and Uinta Mountains
         48.  Southern Rocky Mountains
         49.  Southern Rocky Mountain Foothills
         50.  San Luis Valley
         51.  High Intermountain Valleys

F.  NORTHERN GREAT PLAINS SPRING WHEAT REGION

         52.  Brown Glaciated Plain
         53.  Dark Brown Glaciated Plain
         54.  Rolling Soft Shale Plain
         55.  Black Glaciated Plains
         56.  Red River Valley of the North
         57.  Western Minnesota Forest - Prairie Transition

G.  WESTERN GREAT PLAINS RANGE AND IRRIGATED REGION

         58.  Northern Rolling High Plains
         59.  Northern Smooth High Plains
         60.  Pierre Shale Plains and Badlands
         61.  Black Hills Foot Slopes
         62.  Black Hills
         63.  Rolling Pierre Shale Plains
         64.  Mixed Sandy and Silty Tableland
         65.  Nebraska Sand Hills
         66.  Dakota - Nebraska Eroded Tableland
         67.  Central High Plains
         68.  Irrigated Upper Platte River Valley
         69.  Upper Arkansas Valley Rolling Plains
         70.  Pecos - Canadian Plains and Valleys
                                   80

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H.  CENTRAL GREAT PLAINS WINTER WHEAT AND RANGE REGION

         71.  Central Nebraska Loess Hills
         72.  Central High Tableland
         73.  Rolling Plains and Breaks
         74.  Central Kansas Sandstone Hills
         75.  Central Loess Plains
         76.  Bluestem Hills
         77.  Southern High Plains
         78.  Central Rolling Red Plains
         79.  Great fiend Sand Plains
         80.  Central Rolling Red Prairies

I.  SOUTHWESTERN PLATEAUS AND PLAINS RANGE AND COTTON REGION

         81.  Edwards Plateau
         82.  Texas Central Basin
         83.  Rio Grande Plain

J.  SOUTHWESTERN PRAIRIES COTTON AND FORAGE REGION

         84.  Cross Timbers
         85.  Grand Prairie
         86.  Texas Blackland Prairie
         87.  Texas Claypan Area

K.  NORTHERN LAKE STATES FOREST AND FORAGE REGION

         88.  Northern Minnesota Swamps and Lakes
         89.  Minnesota Rockland Hills
         90.  Central Wisconsin and Minnesota Thin Loess and Till
         91.  Wisconsin and Minnesota Sandy Outwash
         92.  Superior Lake Plain
         93.  Northern Michigan and Wisconsin Stony, Sandy, and Rocky
                Plains and Hills
         94.  Northern Michigan Sandy Drift

L.  LAKE STATES FRUIT, TRUCK, AND DAIRY REGION

         95.  Southeastern Wisconsin Drift Plain
         96.  Western Michigan Fruit Belt
         97.  Southwestern Michigan Fruit and Truck Belt
         98.  Southern Michigan Drift Plain
         99.  Erie - Huron Lake Plain
        100.  Erie Fruit and Truck Area
        101.  Ontario - Mohawk Plain
                                   81

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M.  CENTRAL FEED GRAINS AND LIVESTOCK REGION

        102.  Loess, Till, and Sandy Prairies
        103.  Central Iowa and Minnesota Till Prairies
        104.  Eastern Iowa and Minnesota Till Prairies
        105.  Northern Mississippi Valley Loess Hills
        106.  Nebraska and Kansas Loess - Drift Hills
        107.  Iowa and Missouri Deep Loess Hills
        108.  Illinois and Iowa Deep Loess and Drift
        109.  Iowa and Missouri Heavy Till Plain
        110.  Northern Illinois and Indiana Heavy Till Plain
        111.  Indiana and Ohio Till Plain
        112.  Cherokee Prairies
        113.  Central Claypan Areas
        114.  Southern Illinois and Indiana Thin Loess and Till Plain
        115.  Central Mississippi Valley Wooded Slopes

N.  EAST AND CENTRAL GENERAL FARMING AND FOREST REGION

        112.  (See M)
        116.  Ozark Highland
        117.  Boston Mountains
        118.  Arkansas Valley and Ridges
        119.  Ouachita Mountains
        120.  Kentucky and Indiana Sandstone and Shale Hills and Valleys
        121.  Kentucky Bluegrass
        122.  Highland Rim and Pennyroyal
        123.  Nashville Basin
        124.  Western Allegheny Plateau
        125.  Cumberland Plateau and Mountains
        126.  Central Allegheny Plateau
        127.  Eastern Allegheny Plateau and Mountains
        128.  Southern Appalachian Ridges and Valleys
        129.  Sand Mountain
        130.  Blue Ridge

0.  MISSISSIPPI DELTA COTTON AND FEED GRAINS REGION

        131.  Southern Mississippi Valley Alluvium
        132.  Eastern Arkansas Prairies
        134.  (See P)
                                   82

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P.  SOUTH ATLANTIC AND GULF SLOPE CASH CROP, FOREST, AND LIVESTOCK REGION

         86.  (See J)
        133.  Southern Coastal Plain
        134.  Southern Mississippi Valley Silty Uplands
        135.  Alabama and Mississippi Valley Silty Uplands
        136.  Southern Piedmont
        137.  Carolina and Georgia Sand Hills
        138.  North - Central Florida Ridge

R.  NORTHEASTERN FORAGE AND FOREST REGION

        139.  Eastern Ohio Till Plain
        140.  Glaciated Allegheny Plateau and Catskill Mountains
        141.  Tughill Plateau
        142.  St. Lawrence - Champlain Plain
        143.  Northeastern Mountains
        144,  New England and Eastern New York Upland
        145.  Connecticut Valley
        146.  Aroostook Area

S.  NORTHERN ATLANTIC SLOPE TRUCK, FRUIT, AND POULTRY REGION

        147.  Northern Appalachian Ridges and Valleys
        148.  Northern Piedmont
        149.  Northern Coastal Plain

T.  ATLANTIC AND GULF COAST LOWLAND FOREST AND TRUCK CROP REGIOK

        150.  Gulf Coast Prairies
        151.  Gulf Coast Marsh
        152.  Gulf Coast Flatwoods
        153.  Atlantic Coast Flatwoods

U.  FLORIDA SUBTROPICAL FRUIT, TRUCK CROP, AND RANGE REGION

        154.  South - Central Florida Ridge
        155.  Southern Florida Flatwoods
        156.  Florida Everglades and Associated Areas
                                  83

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L.  Mulches

          On all sloping areas disturbed by construction activities some
types of mulch is generally needed to stabilize the soil until seedlings
become well established.

          The word "mulch" according to the Soil Science Society of
America means, "(i) Any material such as straw, sawdust, leaves, plastic
film, loose soil, etc., that is spread upon the surface of the soil to
protect the soil and plant roots from the effects of raindrops, soil
crusting, freezing, evaporation, etc. (ii) To apply mulch to the soil
surface."

          Mulches are  used primarily to protect exposed soil surfaces
from erosion  activity.  A soft and protective mulch may be provided by
almost  any organic or  inorganic materials that are not toxic to plants.
The most  common  substances used for mulches are straw, hay, woodchips,
and gravel.   Straw and hay on  steep slopes may be "tacked" down by disk-
ing or  with an asphalt spray.

           Some mulches, such as a  thin  layer  of asphalt or  latex emul-
 sion, form waterproof  surfaces that control erosion but do  not permit
 the establishment of vegetation.   Some  resin  mulches  are porous enough
 to assist in "nursing" vegetation, but  are  effective  only  on coarse-
 textured soil and geological materials.   Even the  effective rate  of  ap-
 plication of hay and straw on steep  slopes  is governed by  soil fineness;
 on clay soil, more organic mulch is  required (Figure  18).
 M.  Maintenance of Vegetation

           Even though vegetation is well established on construction
 sites, it needs constant maintenance.  Weeds will invade, insects will
 appear, careless motorists will puncture the turf, fire may kill and
 "weak" spots will develop.  Herbicides and a mowing schedule will con-
 trol weeds; dusts and sprays will control insects; weak  spots can be
 renovated, relimed  (if necessary), refertilized, and reseeded; but care-
 less motorists must be tolerated.  Dusting or spraying of herbicides
 should be done on a spot basis because of the hazard of  killing  legumes
 in the turf.  The use of both herbicides and insecticides may be a hazard
 to the environment.
                                    84

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                              A  Soil with LOW  Rate of Infiltration
                              a  Soil with HIGH Rate of Infiltration
              0   1,120 2,240
                             9,960
                   1000  2000
     4000
    Iby'acre

STRAW MULCH
8000
      Figure  18 -  Soil Loss on Two Soils with Different Rates of
            Infiltration as Related to Straw Mulch Rates!/
JL/  Myer, L. D.,  et  al.,  "Mulch Rates Required for Erosion Control on
      Steep Slopes," Soil Science Society of America Proceedings.
      .24:948-931  (1970).
                                   85

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N.  Additional References

Anderson, D. G. , "Effects of Urban Development on Floods in Northern
  Virginia," U.S. Geological Survey open-file report, 26 pages (1968).

Anderson, D. G., "Effects on Urban Development on Floods in Northern
  Virginia," U.S. Geological Survey Water-Supply Paper 2001-C, 22 pages
  (1970).

Anderson, P. W., and J.  E. McCall, "Urbanization's Effect on Sediment
  Yield  in  New Jersey,"  Journal of Soil  and Water Conservation. 23(4):
  142-144 (1968).                                               ~""

Bailey,  R.  W., "Land Erosion—Normal  and Accelerated in  the Semi-Arid
  West," American Geophysical Union Transactions, Part 2, pp.  240-250
  (1941).

Bennett, H. H. ,  and W. C.  Lowdermilk, "General Aspects of the  Soil-Eros-
  sion Problem in Soils  and Men," U.S. Department of Agriculture  Yearbook,
  pp.  581-608 (1938).

Busby, C. E.,  "Some Legal Aspects of  Sedimentation," Transactions ASCE,
  127J Part I, 1007-1044 (1962).

Busby, C.  E.,  "Aspects of American Sedimentation Law,"  Journal of Soil
  and'Water Conservation, 22(3):107-109  (1967).

 Davis  R.  K., and D.  B.  Brooks, "Economic Aspects of Urban Sedimentation,"
  Land Economy, 4^:312-319 (1967).

 Dawdy, D.  R., "Knowledge of Sedimentation in Urban Environments," Journal
   of the Hydraulics Division, ASCE,  9.3,  No. HY6, Proc.  Paper 5595, pp.
   235-245,  November 1967.

 Dragoun, F. J., "Rainfall Energy as Related to Sediment Yield," Journal
   of Geophysical Research, 67(4):1495-1501 (1962).

 "Erosion and Sediment Control on Urban and Construction Sites—An
   Annotated Bibliography," American  Society of Agricultural Engineers,
   St. Joseph, Michigan, 13 pages (1972).
                                   86

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 Farvar,  M.  T.,  "The Unforeseen International Ecological Boomerang,"
   Natural History,  78(2):41-72 (1968).

 Guy,  H.  P.,  "Residential Construction and Sedimentation at Kensington,
   Maryland," Proceedings. Federal Inter-Agency Sedimentation Conference,
   Jackson,  Mississippi,  U.S.  Department of Agriculture, Misc. Pub. 970,
   pp.  30-37 (1963).

 Guy,  H.  P.,  "Research Needs Regarding Sediment and Urbanization,"
   Journal of the Hydraulics Division. ASCE, 93, No. Iff 6, Proc. Paper
   5596,  pp.  247-254,  November 1967.          """'

 Guy,  H.  P.,  "Sediment Problems in Urban Areas," U.S. Geological Survey
   Circular  601-E, 8 pages (1970).

 Guy,  H.  P.,  and G.  E.  Ferguson,  "Sediment in Small Reservoirs Due to
   Urbanization," Journal of the Hydraulics Division. ASCE, 8jB, No. H5T2,
   Proc.  Paper 3070, pp.  27-37, March 1962.                 "*""

 Guy,  H.  P.,  and G.  E.  Ferguson,  "Sedimentation as an Environmental Prob-
   lem,"  Journal of  Soil  and Water Conservation. 25(6):217-221 (1970).
Guy, H. P., et al.,  "A Program for Sediment Control in the Washington
  Metropolitan Region," Washington,  D.C.,  Interstate Commission Potomac
  River Basin, 48  pages,  May  1963.

Hawkins, A. C., "Maryland's Sediment Control Law," Journal of Soil and
  Water Conservation.  2(6(1):28-29  (1971).

Johnson, C. J., "Urban Sediment Can Be  Controlled," Proceedings.  Inter-
  state Commission on  the Potomac  River Basin, Washington, D.C.,  40 pages,
  (1966).

Jones, D. E., Jr., "Urban Hydrology—A  Redirection," Civil Engineering.
  ASCE, 37(8):58-62, August 1967.

Jones, D. E., Jr., "Where is  Urban Hydrology Practice Today?," Journal
  of the Hydraulics  Division.  ASCE,  97^,  No.  H5T2,  Proc.  Paper  7917,
  pp. 257-264, February 1971.        ~*~

Keller, F. J., "Effect  of Urban Growth  on  Sediment Discharge," Northwest
  Branch Anacostia River  Basin, Maryland,  U.S. Geological  Survey  Pro-
  fessional Paper 450C, pp. 129-131  (1962).
                                  87

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"Landscape for Living," U.S. Department of Agriculture, Yearbook of Agri-
  culture, 376 pages (1972).

Leopold, L. B. , "Ifydrology for Urban Land Planning--A Guidebook on the
  Hydro logic Effects of Urban Land Use," U.S. Geological Survey Circular
  554, 18 pages (1968).

Middleton, H. E., "Properties of Soils Which Influence Soil Erosion,"
  U.S. Department of Agriculture, Technical Bulletin 178, 16 pages
  (1930).

Mutchler, C. K., "Parameters for Describing Raindrop Splash," Journal
  of Soil and Water Conservation. 22(3):91-94  (1967).

Mutchler, C. K,, and C. L.  Larson, "Splash Amounts  from Waterdrop Im-
  pact on a  Smooth Surface," Water Resources Research. 7^(1): 195-200
  (1971).

Osborn,  B.,  "Soil Splash  by Raindrop  Impact  on Bare Soils," Journal  of
  Soil and Water Conservation. £(1):33-49  (1954).

Peele,  1.  C.,  "The Relation of Certain Physical Characteristics to  the
  Erodibility  of Soils,"  Proceedings.  Soil Science  Society  of America,
  2:97-100  (1937).

Powell,  M.  D., W.  C.  Winter, and W.  P. Bodwitch, Community Action Guide-
   book for Soil Erosion and Sediment Control,  National Association of
   Counties Research Foundation,  64 pages (1970).

 Proceedings of the National Conference on Sediment Control, Department
   of ftmsing and Urban Development,  Washington, D.C., 14 September
   through 16 September 1969.

 "Processes, Procedures, and Methods to Control Pollution Resulting
   from All Construction Activity " U.S. Environmental Protection
   Agency, EPA 430/9-73-007, 234 pages, October 1973.

 Reed, L. A., "Hydrology and Sedimentation of Corey Creek and Elk River
   Basins, North Central Pennsylvania," U.S.  Geological Survey Water-
   Sup ply Paper 1532-E, 27 pages (1971).

 Roalman, A. R., "A Bounty on Water Polluters," Water  Resources  Bulletin.
   American Water Resources Association, Urbana, Illinois, 5(2):62-65
   (1969).
                                   88

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 Roehl,  J.  W.,  "Sediment Source Areas, Delivery Ratios, and Influencing
   Morphological Factors," International Association of Scientific Hydro-
   logy,  Publication 59, pp.  202-213 (1962).

 Sediment Control Manual, Baltimore County, Maryland:  Baltimore County's
   Standards,  Specifications  and Design Manual, Baltimore, Maryland
   (1970).

 "Sediment  Sources and Sediment Yields," by the Task Committee on Prepara-
   tion  of  Sedimentation Manual, Committee on Sedimentation of the Hy-
   draulics Division, Journal of the Hydraulics Division. ASCE, 96_, No.
   HY6,  Proc.  Paper 7337, pp. 1283-1329, June 1970.              "**

 Thompson,  J.  R.,  "Soil Erosion in the Detroit Metropolitan Area," Journal
   of  Soil  and  Water Conservation. :25(1):8-10 (1970).

 Turner,  D.  J.,  "Dams and Ecology:  Can They Be Made Compatable?," Civil
   Engineering.  ASCE, 41(9):76-80, September 1971.
Vice,  R.  B.,  H.  P.  Guy,  and G.  E.  Ferguson,  "Sediment Movement in an
  Area of Suburban  Highway Construction," Scott Run Basin,  Fairfax
  County,  Virginia,  1961-1964,  U.S.  Geological Survey Water-Supply
  Paper  1591-E,  41  pages (1969).

Wark,  J.  W.,  and F.  J. Keller,  "Preliminary  Study of Sediment Sources
  and  Transport  in  the Potomac  River Basin," Technical Bulletin 1963-11,
  Interstate  Commission  on the  Potomac  River Basin,  Washington, D.C.,
  28 pages  (1963).

"Water Pollution Aspects of Urban  Runoff," American Public  Works Associa-
  tion, Federal  Water Pollution Control Administration,  WP-20-15, 272
  pages  (1969).

Williams, G.  P., and H.  P.  Guy, "Debris Avalanches--A Geomorphic Hazard,"
  Environmental  Geomorphology,  D.  Coates, ed.,  State University of New
  York, Binghamton,  New  York, pp.  25-46 (1971).

Wischmeier, W. H., C. B.  Johnson,  and B.  V.  Cross,  "A Soil  Erodibility
  Nomograph for  Farmland and Construction Sites,"  Journal of  Soil and
  Water Conservation. 26(5):189-192  (1971).
                                  89

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Wischmeier, W.H.,  and  0.  D.  Smith,  "Rainfall  Energy and Its  Relation-
  ship  to Soil Loss,"  American  Geophysical  Union Agricultural,  Trans-
  actions. 39(2):285-291  (1958).

Wischmeier, W. H.,  and  D.  D.  Smith,  "Predicting  Rainfall-Erosion Losses
  from  Cropland  East of the  Rocky Mountains," Agricultural Handbook  No.
  282,  U.S. Government Printing Office, Washington,  D.C.  (1965).

Wischmeier, W. H., D.  D.  Smith, and R. E. Uhland,  "Evaluation of Factors
  in the Soil-Loss Equation," Agricultural  Engineer. 39(8):458  (1958).

Wolman, M. G., "Problems  Posed  by Sediment  Derived from Construction
  Activities  in Maryland," Report to the Maryland  Water Pollution Con-
  trol  Commission, Annapolis, Maryland, 125 pages  (1964).

Wolman, M. G., and A.  P.  Schick, "Effects of  Construction of Fluvial
  Sediment, Urban, and Suburban Areas of Maryland," Water Resources
  Research, 3_(2), 2nd Quarter (1967).

Yorke,  T. H., and W.J. Davis, "Effects of Urbanization  on Sediment Trans-
  port  in Bel Pre Creek Basin, Maryland," U.S. Geological Survey Profes-
  sional Paper 750-B, pp.  218-223 (1971).

Young, R. A., and C.  K. Mutchler, "Effect of  Slope Shape on  Erosion  and
  Runoff," Transactions. American Society of  Agricultural Engineers,
  pp.  231-233 (1969).
                                   90

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         IV.  DOCUMENTED EXAMPLES OF SUCCESSFUL PROCEDURES FOR
                        ESTABLISHING VEGETATION
                                                                 Page

A.  Introduction	     91

B.  Documented Examples	     94

      1.  California	     95

      2.  Idaho	    127

      3.  New Mexico	    149

      4.  Colorado	    167

      5.  Texas	    177

      6.  Mississippi	    197

      7.  West Virginia	    213

      8.  Virginia	    235

      9.  Massachusetts	    259

     10.  Alaska	    277

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          IV.  DOCUMENTED EXAMPLES OF SUCCESSFUL PROCEDURES FOR
                            ESTABLISHING VEGETATION
 A.   Introduction

           Soils may be difficult to vegetate for several reasons.   Some
 are too dry,  too cold, too low in available nutrients,  or too acid,  and
 therefore,  too high in soluble toxic aluminum.   A soil  or geologic parent
 material may  also be difficult to vegetate because the  slopes are  too
 steep and surface creep and small landslides limit successful vegetation
 establishment.   Slopes steeper than 2:1 (27 degrees,  50%) are usually in
 this category unless they are modified by breaking the  continuity  of the
 slope.   They  may also be very unproductive because they face  south or
 west and are  drier than slopes with a more favorable  aspect.

           The 10 demonstration sites documented in this section were
 selected because they represent an extensive area of  soils and geologic
 parent  materials of low productivity in the respective  regions.  Some of
 the sites are not productive because of low availability, water, tempera-
 ture, fertility,  or because of strong acidity (Table  5).

          The Haplargids (arid soils) on the Lordsburg  Bypass in south-
 western New Mexico are not productive principally because of  a defici-
 ency of annual  rainfall,  which is slightly less than  25 cm (10 in.)  and
 also because  of a high rate of evaporation.   By contrast, however,  the
 Cryaquepts  (cold soils) along the Alaskan pipeline also receive approxi-
 mately  25 cm  (10 in.)  of annual  precipitation,  but water is not a  limit-
 ing factor  for  establishing vegetation—cold weather  limits plant  estab-
 lishment.   The  explanation is that on the New Mexico  soils, the evaporation
 from an open  water surface is 234 cm (92 in.)--9.4 times  the  annual  pre-
 cipitation.   The  area  is  classified as arid.  By contrast, in Alaska, low
 temperatures  and  high  humidity reduce  the rate  of evaporation to 56  cm
 (22  in.), 2.2 times  the annual precipitation, and the area is classified
 as  humid.

          Temperature  is  a limiting factor in establishing vegetation
on five  of the  10  sites--Alaska,  California,  Colorado,  Idaho, and
Massachusetts.  The northern  latitude  is  the  principal  reason for low
temperatures  in Alaska; in Idaho  and Massachusetts it is  both latitude
and altitude;  and  in California and Colorado, the reason  for coldness
is primarily due to the high altitude.
                                  91

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                                                         TABLE 5
                                    ECOLOGICAL FACTORS  LIMITING RAPID  ESTABLISHMENT OF
vO
VEGETATION ON THE



1.

2.


3.

4.

5.

6.


7.


8.

9.

10.


State/Great Soil Group
Geologic Formation
California
Cryumbrepts (cold)
Idaho
Xeropsamments (dry, sandy)
Xerorthents (dry)
New Mexico
Haplargids (dry)
Colorado
Cryorthents (cold)
Texas
Weches Formation
Mississippi
Paleudults (old)
Fragiudalfs (compacted)
West Virginia
Drystrochrepts (infertile)
Hapludults (least fertile)
Virginia
Hapludults (least fertile)
Massachusetts
Haplorthods
Alaska
Cryaquepts (cold)
Available
Water
Low Adequate

X

X
X

X

X

X

X
X

X
X

X

X

X
10 DEMONSTRATION SITES

Temperature Fertility
Low Adequate Low Adequate

X X

X X
X X

X X

X X

X X

X X
X X

X X
X X

X X

X X

x x


Acidity
Strong Adequate

X

X
X

X

X

X

X
X

* *
* *

X

X

X
          *  Soils and geologic materials were both acid and alkaline.

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          Only two sites have soils that can be considered relatively
fertile--Alaska and New Mexico.   This does not mean,  however,  that plants
here do not respond to chemical fertilizers.  In Alaska the coldness re-
duces relative availability of nutrients, and in New Mexico the dryness
reduces their relative availability over several months a year.

          Strong acidity is a principal limiting factor in the rapid es-
tablishment of vegetation on Haplorthods in Massachusetts, Paleudults
(old) and Fraguidalfs (compacted) in Mississippi, the Weches Formation
in Texas, the Hapludults in Virginia, and on some of the soils in West
Virginia.

          Successful practices to establish vegetation that are documented
in the 10 demonstration sites will be compared and contrasted.

          All sites require some organic mulch to be applied after seed-
ing or planting.  On most sites grain straw is recommended, but in New
Mexico, wild, long-stemmed, grass hay is preferred over straw because it
has solid stems and therefore does not blow away so readily.  In addi-
tion, wild hay contains many seeds of native plants that help to stabilize
the soil.  In Mississippi, pine needles are as good as, or better than,
grain straw.  Wbodchips are preferred over straw in Massachusetts because
of their stability and ready availability.  All of these organic mulches,
however, require about 25 Ib of additional nitrogen (N) fertilizer per
ton to compensate for bacterial tie-up during decomposition.

          Topsoiling is desirable on all construction sites under these
conditions:

          1.  When there is at least a foot of natural topsoil available
to scrape off, store, and replace when the final grade has been achieved.

          2.  When the subsoil and geologic substratum are infertile,
stony, sandy, or fine clayey, and the topsoil is suitable for plant
growth.

          3.  When wild seeds and viable roots in the topsoil are needed
to assure a rapid establishment of any kind of vegetation until the newly
seeded species become established.

          The choice of species of seeds or plants to be used is always
a difficult problem.  The more harsh the site environment the more neces-
sary it is to select local, native species.  The reason is that local
species are adapted, while exotic species may not be.  Seed should be
                                    93

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produced under ecological conditions as  similar  as  possible  to  the con-
struction  site where it will be  used.  Sometimes exotic  species are  recom-
mended, but caution must be used as they may  not be adaptable.  There are
governmental agencies who are  continuously evaluating  species under  nearly
every conceivable ecological condition.  The  decision  maker  must under-
stand the  differences between  cool season and warm  season grasses and
legumes; between annuals and biennials for temporary seeding, and peren-
nials for  permanent seeding; between herbaceous  plants and woody shrubs;
as well as the relative compatibility of plants in mixtures.

           The use of fertilizers is necessary on all 10  demonstration
sites to assure rapid seeding  establishment.  Nitrogen is needed on  all
sites; and in Mississippi in areas with  less  than 60 in. of  annual pre-
cipitation, and soils that leach readily, annual applications are rec-
ommended.  Phosphorus needs can  be approximated  on  each  site only from
a soil nutrient test.  Potassium needs are usually  less  than for phos-
phorus, but again the amounts  applied should  be  based  on a soil test.
The same is true for lime.  Although soil pH  is  an  indirect measure
of lime requirement, a lime test based on replaceable hydrogen  (the
buffer test) is much more accurate.  Line and fertilizers should never
be mixed before applying because of loss of nitrogen as  ammonia.  Neither
should seed be mixed with fertilizer or  lime because of  injury  to the
seedlings.
B.  Documented Examples

          Following in sequence are the documented examples of success-
ful procedures for establishing vegetation on soils that have been dis-
turbed by construction activities on specific areas and sites in the
States of California, Idaho, New Mexico, Colorado, Texas, Mississippi,
West Virginia, Virginia, Massachusetts, and Alaska.
                                   94

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CALIFORNIA
                                   Page
Summary .
I.
II.
III.
IV.
V.







VI.



VII.
VIII.
IX.
X.



Soil 	



B. Breast Walls and Vegetation 	
C. Wattling 	

E. Chemical Stabilization 	


Seed, Seeding, Planting, and Recommendations. . . .


C. What to Plant 	




95
96
100
102
103
105
105
106
106
110
113
113
114
115
115
115
116
119
121
122
124

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                 CALIFORNIA--DEMONSTRATION AREA NUMBER 1

          HIGHWAY SLOPES IN THE LUTHER PASS AREA OF LAKE TAHOE


                                  Summary
          A cut slope on a highway near Lake Tahoe on Luther Pass* in the
Sierra Nevada Range of central eastern California has been successfully
vegetated, and the technology is documented here.  Annual precipitation
is 79 cm (31 in.), 55% of which is received during the three winter months.
The Meeks very stony loamy coarse sand is the dominant soil in this gla-
ciated area.  It is noncohesive and does not have a large available water-
holding capacity, estimated at 4.44 cm (1.75 in.) in the root zone.  The
Meeks soil series belongs to the Great Group of Cryumbrepts.  This series
is readily eroded and must be temporarily stabilized mechanically at the
angle of repose before vegetation can be established.  The slope on Luther
Pass was planted with bundles of willow branches (wattles) lain horizontally
on the contour in May 1973, and overseeded, by hydroseeding, with a mixture
of adapted perennial grasses.

          By the fall of 1974, the vegetation had successfully stabilized
the slope.  Nitrogen, phosphorus, and sulfur fertilizers are all essential
for rapid establishment of vegetation in this area.  Soil testing was not
used on Luther Pass to determine fertilizer needs, but it should be
recommended.

          Essentially all the rainfall and snowmelt moves into the porous
soil and moves laterally as subsurface flow.  This water reappears on the
surface on cut slopes along roadways, especially at the toe or ditch line.
Such seepage causes unstable grades that often creep and slough, causing
erosion and sediment.  In local areas, shallow granite bedrock guides and
directs the subsurface flow.  Excessive wetness on the slopes is conducive
to plant injury by frost heaving.  Research is continuing on grasses,
shrubs, and trees to more effectively stabilize the slopes.
   The Luther Pass Site has been extensively studied.  This section has
     drawn freely from these studies, including results not yet published,
     of a recent study conducted by the California Department of Trans-
     portation  (CALTRAN) with support from the Federal Highway Adminis-
     tration (CALTRAN Contract No. R.T.A. 13945-191210).  Access to the
     results of this study are gratefully acknowledged.  The conclusions
     and guidelines developed out of the Luther Pass study, and presented
     in this section are not official standards, specifications or regu-
     lations of California or the Federal Highway Administration.

                                   95

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                            I.  INTRODUCTION
          The Tahoe Basin (approximately 39 degrees north latitude, 120
degrees west longitude) is selected as typical of most of the revegeta-
tion problems of the Sierra Nevada Range of California.  The soils have
been recently studied and mapped.1'  Revegetation studies have been con-
ducted by the University of California and the Soil Conservation Service,
and highway erosion problems studied and defined by the California Depart-
ment of Transportation.£'

          The specific demonstration site pictured here (Figures 19, 20,
and 21) is a road cut (at least 20 years old) in the upper Truckee River
watershed near Luther Pass on Highway 89 south of Lake Tahoe at an ele-
vation of 2,316 m (7,600 ft).  The road cut, about 30 m (100 ft) high by
256 m  (840 ft) long, comprising about 0.4 ha (1 acre), is located at Post
Mile 2.36 to 2.52.  This southeast-facing cut has a slope angle of 34
degrees (1-1/2:1, 67 degrees) and prior to 1971 eroded at the rate of
83 m3 (108 yd3) per year,3' or 136 mt (150 tons).*/  Total sediment dis-
charge at the gaging station in this portion if the Truckee River basin
was 313 mt '344.2 tons) March to June 1971), of which 157 mt (173 tons),
or 50%, could be attributed to runoff from highways.  About 907. of the
annual suspended sediment discharge normally occurs during March through
June at the time of the rapid snowmelt runoff when the subsurface of the
soil is frozen.  Selected chemical slope treatments for temporary erosion
control in a freeze-thaw environment were evaluated on this slope from
September 1971 to September 1972.
\l  Rogers, J. H., et al., "Soil Survey, Tahoe Basin Area, California and
      Nevada," Soil Conservation Service, USDA, 84 pages (1974.)
21  Tahoe Planning Agency and Forest Service, USDA, South Lake Tahoe,
      California (1971).  A series of publications:  (1)  "Climate and
      Quality of the Lake Tahoe Region," 31 pages.  (2)  "Hydrology and
      Water Resources of the Lake Tahoe Region/1 22 pages.  (3)  "Soils
      of the Lake Tahoe Region," 21 pages.  (4)  "Vegetation of the Lake
      Tahoe Region," 38 pages.
3J  Beaton, J. L., "Slope Erosion Transects, Lake Tahoe Basin," Materials
      and Research Department Research Report No. M&R 657078-1, California
      Department of Transportation, 31 pages (1971).
4/  Quint, M., R. B. Howell, E. C. Shirley, and J. B. Skog, "Evaluation of
~     Erosion from Chemically Treated Slopes, Luther Pass, Lake Tahoe
      Basin," Materials and Research Department Report CA-HY-MR-70785-3-
      73-17 03-954101, 23 pages (1973).
                                    96

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                                                  EXPLANATION
                                                 GAGING STATION
                                                    Streomflow
                                                        A
                                               Streomflow and Sediment
                                Incline
                                Village
                                               Number of Gutter-flow
                                               Measuring Installations
                                                  Basin Boundary
               Blackwood
               Creek      LAKE
                   it Creek
                       TAHOE
                    Meek*
                    Creek
                                        Demonstration Site
                                        on  Luther Pats
                                                    10 Kilometers
 Source:   Kroll,  Carl 6., "Sediment  Discharge in  the Lake
              lahoe Basin,  California," U.S.  Geological  Survey
              (1973).
Figure 19  -  Location of Streamflov and Sediment Stations
                      in Lake Tahoe Basin
                                 97

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  .

Figure 20 - The Demonstration Site on Luther Pass  in  the  Sierra Nevada of California,  Before
                  Willow Wattles were Planted (Courtesy of  California
                                  Division of Highways)

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               0    20

              icoU; Stolott Mi l*
        Source:  Huntington, G.  L.,  University of California,  Davis,
                   Personal Communication to  Francis William Bennett,
                   Midwest Research  Institute, 5 November 1974.
Figure 21 - The Demonstration Site in  the Sierra Nevada of  California
       and the Soil Great Group of Cryumbrepts  to Which The
                           Technology  Applies
                                  99

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          On 21 to 25 May 1973, the Luther Pass slope was contour-
wattled and willow-planted, following promising research results the
previous year on adjacent road cuts and elsewhere in the Tahoe Basin.
The slope was then hydroseeded to a mixture of perennial grasses.
Results through the fall of 1974 show this slope to be completely sta-
bilized except for an occasional dislodgment of a few large rocks.
                              II.  CLIMATE
          The climate of the Sierra Nevada Range is influenced by the
prevailing westerly winds during winter and the Pacific high pressure
belt during summer, and is strongly influenced both by the elevation
and the orientation of mountain ranges.  Moist westerly winds from the
Pacific Ocean move eastward across the Coast Range, across the Central
Valley of California, and then over the Sierras.  As the air masses rise
on the western slope of the Sierra Nevada Range, high precipitation again
occurs.

          Annual precipitation on the western slopes of the Sierra Nevada
Range is in excess of 125 cm (50 in.), and on the eastern slopes about
51 cm (20 in.)*  At Tahoe City, the nearest weather station, annual pre-
cipitation is 79 cm (31 in.), distributed by season as follows:

                        Spring - 18 cm (7 in.)
                        Summer - 2.5 cm (1 in.)
                        Fall - 15 cm (6 in.)
                        Winter - 43 cm (17 in.)

          At elevations above Lake Tahoe, the precipitation increases to
about 125 cm (50 in.), and the snowfall percentage of the total precipi-
tation increases.

          In 1 year in 20, the annual mean precipitation varies from
about 60 to 150% of the mean.  The number of days that receive 0.025 cm
(0.01 in.) of precipitation or more varies from 40 at Tahoe City to
about 60 at higher elevations.

          At the demonstration site in Luther Pass, the annual precipi-
tation is estimated between 89 and 102 cm (35 and 40 in.), received
mostly as snowfall (Figure 22).
                                   100

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     .EGEND
— PRECIPITATION (Inches)
O PRECIPITATION STATION
A SNOW  COURSE
   Figure 22 - Lake Tahoe Region,  Showing  the Topography, Mean Annual
      Precipitation, and Demonstration Site No.  1 on Luther Pass
                                   101

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          Mean annual temperature at Tahoe City is 6°C (43°F), charac-
terized by season as follows:

                         Spring - 4°C (39°F)
                         Summer - 14°C (58°F)
                         Fall - 7°C (45°F)
                         Winter - 2°C (28°F)

          Extremes of temperature at Tahoe City are from about 35°C
(95°F) to a low of -29°C (-20°F).  Average monthly minima are from about
25°C (77°F) to 7°C (45°F).  The extremes of temperature along the Luther
Pass are predicted to be lower in both summer and winter.
                              III.  SOIL
          Soil at the road cut on the demonstration site along Luther
Pass is classified as Meeks very stony loamy coarse sand in the family
of sandy-skeletal, mixed, entic Cryumbrepts.  The soil Great Group is
Cryumbrepts and the order is Inceptisols.

          In the soil survey report just referenced, pages 25 to 28, is
the official description of the Meeks soil series:*

          "The Meeks series consists of level to very steep, somewhat
excessively drained, stony soils that are 104 to 178 cm (41 to 70 in.)
deep over a hardpan weakly cemented with silica.  These soils are on
glacial outwash of Tioga and Tahoe age and on mountainous glacial mo-
raines.  (The demonstration site is on a lateral moraine with slopes of
30 to 60%.)  The parent material is mixed but is dominantly of granitic
origin.  Slopes range from 0 to 60%.  Elevations are 1,890 to 2,348 m
(6,200 to 7,700 ft).  Average annual precipitation is 89 to 114 cm (35
to 45 in.), average annual air temperature is about 3°C (41°F), and the
frost-free season is 30 to 50 days.  The vegetation is sparse coniferous
woodland with an understory of brush and some perennial grass.
   Soil Conservation Service, "Soil Survey, Tahoe Basin Area, California
     and Nevada," Soil Conservation Service and Forest Service, U.S. De-
     partment of Agriculture, in cooperation with University of California
     Agricultural Experiment Station, and University of Nevada Agricultural
     Experimental Station, March 1974, 84 pages and soil maps pa a scale
     of 1:24,000.
                                  102

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          "In a representative profile the surface layer is a grayish-
brown and brown slightly acid very stony loamy coarse sand and gravelly
loamy coarse sand about 29 cm (11 in.) thick.  The next layers are pale
brown slightly acid and medium acid gravelly loamy coarse sand and very
gravelly loamy coarse sand about 127 cm (50 in.)  thick.  Below a depth
of 155 cm (61 in.) is a light gray strongly acid gravelly loamy coarse
sand that is weakly cemented with silica and has a nearly continuous very
thin silica-cemented lamina on the surface.

          "Permeability is rapid as far down as the weakly cemented sub-
stratum.  It is slow in the substratum."

          The Meeks soil series is further characterized as having rapid
runoff, moderate natural erosion hazard, but a very high erosion hazard
on sites disturbed by construction activities.  The available water capa-
city  in the average depth of root zone of 114 cm  (45 in.) is about 4 cm
(1-3/4 in.).

          The Great Group of Cryumbrepts to which the Meeks series belongs
and to which the vegetating technology applies comprises 1,936 km  (750.32
miles2) in California and a grand total in the United States of 19,733 km2
(7,650 miles2), 0.227. of the total land area of the United States.
                            IV.  THE PROBLEM
           Lake  Tahoe  is  famous  for  its  deep blue  color and  clear water,
 typical  of sterile  alpine  lakes.  Any increase  in fertility would  promote
 eutrophication, with  a resultant  dullness of  color,  loss  of clarity,  and
 more  plant growth.  Sediment  from man-caused  soil disturbances  in  this
 basin are  the greatest threat to  this delicate  balance.   Construction of
 new State  highways  has been stopped mostly because of environmental con-
 cern,  even though a need is suggested by traffic  conditions.  Therefore,
 a  main concern  is the progressive erosion on  established  highways, par-
 ticularly  on the  cut  slopes.

           At the  time the  roads in  the  Lake Tahoe area were constructed,
 probably no seedings  were  made.  But the native shrubs have established
 well,  though slowly,  on  fill  slopes.  Even  fill slopes on newly estab-
 lished roads in the basin  are not a major source  of  sediment.   By  strong
 contrast,  the cut slopes continue to be bare  after 30 or  more years and
 are still  actively  eroding.  They are typically somewhat  steeper than
 the natural angle of  repose and have a  concave  face  with  an overhanging
                                   103

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 lip.   The decomposed granite erodes  at  various  rates  throughout  the year
 as  a  result of freezing and thawing, wetting and  drying, wind, rainfall,
 and especially from waters  flowing from snowmelt.   The  resulting accumu-
 lation of sediment in roadside ditches  is  removed by  highway maintenance
 crews or is transported by  rapid spring snowmelt  into streams and  into
 Lake  Tahoe.  Studies have documented the fact that  sediment yield  from
 cut slopes is highest in the spring  during rapid  snowmelt, and lowest
 during the winter when the  soil is frozen  and during  the summer  when the
 rainfall is the lowest and  the soil  is  most permeable.

           The problem of establishing vegetation  either naturally  or by
 artificial means  is  initial temporary mechanical  stabilization of  the
 slope.   Erosion is so rapid that a seed cannot  germinate and establish
 roots before being dislodged from the slope,  even if  germination is
 favored by adequate  moisture and temperature conditions.  A graphic
 example of the rapid erosion rate was noticed where gallon-size  shrubs
 were  transplanted onto a slope in late  fall.  By June,  not only were
 the plants gone but  there was  no evidence  of the  20 cm deep  (8  in.)
 planting holes.

           Other problems are caused by  the inherent sterility and  low
 water-holding capacity of the  soil.  The latter is particularly  a  prob-
 lem to  germinating seed.  The  decomposed granite will hold enough water
 for sparse plant  growth once the roots  are down but is  seldom wet  enough
 for a long enough period to  permit satisfactory germination and  seedling
 establishment.  Fertility problems can  be  easily corrected by the  addi-
 tion  of fertilizer.   However,  some environmentalists  believe strongly
 that  fertilizers  should not  be used because  of  the possibility that some
 nutrients  will  reach  Lake Tahoe.   The alternative is  high sediment yield.
 Correctly  used, according to a  soil test,  fertilizers will not pollute
 Lake  Tahoe.  Adapted  exotic  plant  materials  are generally available for
 use;  however,  local concern  for  using only native plant materials  severely
 restricts  this option and increases the cost.

          Another  consideration  is that vegetation on the slopes blends
with  the natural  forest or shrub-forest environment.  Grass may contrast
with  an otherwise grassless vegetative type, particularly in mid-to-late
summer, when the grass  is dry.  Dry grass  is also undesirable because it
 is a  fire  hazard.

          Limited success attended former efforts to stabilize the slopes
by hydroseeding a slurry of grass and shrub seed plus fiber mulch and
fertilizer.  This technique usually resulted in a grass stand on only the
                                 104

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 lower one-third to one-half of the cut slope.  The bare upper portion con-
 tinued to erode, and debris accumulated in the grass of the lower portion
 until a slump occurred.  Following maintenance, the slope returned to about
 the same condition as before seeding.  Special practices are therefore needed
 to establish vegetation on the upper part of the slopes.  The hydroseeding
 of tree and shrub seed was not successful, apparently because of poor ger-
 mination condtions, with the seed on the surface and not coming in contact
 with moist soil,-plus depredation by rodents and birds.
                  V.  EVALUATION AND RECOMMENDATIONS
A.  Introduction

          Research on roadside cut slopes throughout the Basin was con-
ducted by both the University of California and the Soil Conservation
Service in 1969 through 1974, with early work researched.I/  Efforts by
the University included the use of native shrub materials combined with
the use of grass for temporary erosion control during establishment of
the shrubs, while the SCS has looked at the use of grass mixtures as well
as shrubs--both native and introduced.

          Propagation of native shrubs from seeds and cuttings was inves-
tigated by the University of California at Davis and by the SCS at their
plant materials center at Lockeford, California.  Nurseries of both grass
and shrub materials were established at several locations in the Tahoe
Basin.  Soil fertility tests were conducted in the greenhouse at Davis.
Mechanical and chemical stabilization techniques were researched in the
literature, in test plots, and with local agencies.  This information was
then applied to existing road cuts, applying the research results to
"watersheds" (culvert to culvert).  The resulting sediment transport is
observed by the U.S. Geological Survey.

          Mechanical stabilization at the angle of repose is necessary if
vegetation is to be established.  The first consideration should be to
keep surface drainage water from running over the slope by constructing
a top-of-cut slope terrace.  This terrace should be rock-lined or other-
wise treated to prevent erosion.  If necessary, energy-absorbing mecha-
nisms should be used to reduce runoff velocity to nonerosive rates.  This
water should be discharged into a natural stream channel.
 I/  Kraebel, C. J., "Erosion Control on Mountain Roads," U.S. Department
      of Agriculture Circular No. 380, 45 pages (1936).
                                  105

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           In all mechanical work,  care  should  be  taken not to disturb na-
 tive vegetation.  The equipment  used must be the  correct size for  the job.
 Using equipment larger than needed causes problems  such as Increased com-
 paction and unnecessary destruction of  plant material.  Hand work will
 often be the best method.  For example,  pack mules  were used to haul rock
 to line the hand-constructed  top-of-cut ditch  above the watershed.
B.   Breast  Walls  and  Vegetation

          Breast  walls were  installed on  portions of  two of the seven cuts
on which  complete revegetation  was  attempted.  These  breast walls reduced
the  effective  height  of  the  cuts and allowed a reduction in the grade of
the  slope.  They  have been perfectly stable through two winters.  Because
they were installed with considerable batter (back slope), soil materials
were back-filled  almost  to the  outer face of the breast walls; as a result,
there  does  not seem to have  been a  problem with loosened rocks upslope
catapulting onto  the  roadway.   Although it was not done in this research,
it is  suggested that  all interstices be filled with soil and with plant
materials of a species such  as  native willow branches that will grow in
these  interstices.  The  technique is diagrammed in Figure 23.
C.  Wattling

          Wattling  (bundles of woody "brush") partially buried in hori-
zontal bands along  the contour was used successfully in California in the
1930's to stabilize fill slopes and to assist in establishing other vege-
tation.  It may never have been used to stabilize cut slopes.  Wattling
apparently was abandoned in the 1940's in this country, but it is still
used in the European Alps as part of a highway revegetation program.
Willow wattling was installed on several of the test sites at Luther Pass
during the fall of  1972.  In late May 1973, it was installed in a limited
way on one cut on Highway 89 by personnel of the California Division of
Highways.  The recommended spacing of wattling for fill slopes is 1 m (3
to 4 ft); this spacing was used in research plots and in gullies.

          Plant survival and erosion control by wattling was excellent
after two growing seasons.  The visual effect was good, and survival of
both grasses and woody plants has been greatly enhanced by the wattling.
Nearly all bundles of wattling rooted and remained alive throughout the
summer.  In addition,  many of the willow stakes used to support the wat-
tling rooted and grew.  The practice of wattling has such a great poten-
tial for stabilizing soils and geologic parent materials of very low
productivity that specification guidelines are given here.
                                  106

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         A. TRANSVERSE VIEW
            OF WALL
            Batter = > 1/8 h
          B. SCHEMATIC OF
             WILLOW PLACEMENT
Undisturbed
Soil
                                          Live
                                          Branches
                                      Tamp
                                      Backfil
                                      Thoroughly
                               Base to Bear
                               on  Undisturbed
                               Soil
       b = 1/2 h or greater
                             C. FACE VIEW OF WALL

Figure  23 - Breast Walls  (rock rubble) Vegetation Stabilization.  A and C:
 Construction detail  showing bedding  of  rock on rock and  general slope
    of  stone into bank.   B and C:  Schematic detail of willow placement.
           After Leiser et al.  study conducted for CALTRAN and
          sponsored by the Federal Highway Administration  (1974a)
                                      107

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          Preparation and placement of wattling can perhaps be best de-
 scribed by use of an illustration and a sample set of specifications.
 Figure 24 is  a composite diagram of a bundle of wattling and the various
 steps in the  proper placement of the wattling.  These steps are shown as
 a progression and might well illustrate the various stages underway on
 a large wattling project.  The  installation should start at the bottom
 of  either a cut or fill slope and progress toward the top.  The specifica-
 tions are as  follows:

          1.  Wattling bundles  shall be prepared from live, shrubby ma-
 terial that sprouts readily from cuttings, such as willow.

          2.  Wattling bundles  may vary in length, depending on material
 available.  Bundles should taper at the ends and be 30 to 46 cm (1 to
 1-1/2 ft) longer than the average length of stems to achieve this taper.

          3.  Stems shall be placed alternately (randomly) in each bundle
 so  that approximately one-half  of the butt ends are at each end of the
 bundle.

          4.  When compressed firmly and tied, each bundle should be 20
 to  25 cm (8 to 10 in.) in diameter.

          5.  Bundles should be tied on not more than 38 cm (15 in.)
 centers with  two wraps of binder twine or heavier tying material, with
 a nonslipping knot.

          6.  Bundles should be prepared not more than 2 days in advance
 of  placement, except that if kept covered and wet and cool, they may be
 prepared up to 7 days in advance of placement.

          7.  Grade for the wattling trenches should be staked with an
 Abney level,  or similar device, and should follow slope contours
 (horizontal).

          8.  Trenches should be 1 m (3 ft)  vertical spacing although
 economics may dictate wider placement.

          9.  Bundles should be laid in trenches dug to approximately
one-half the diameter of the bundles,  with ends of bundles overlapping
at least 30 cm (12 in.).  The overlap should be as long as necessary to
permit staking as specified below.
                                 108

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                Prepare Wattling:  Cigar-shaped bundles
                 of live brush  with butts alternating,
                 20-25cm (8-10") dia., tied 30-38cm
                 (12-15") o.c.  Species which root
                 are preferred
               Stake
               on contour
                                                                *2 Trench above
                                                                  stakes.  1/2 dia.
                                                                  of bundles
                                                   '3 Place bundles
                                                      in  trench
                                         '4 Add stakes
                                           through &
                                           below bundles
                             *5 Cover wattling
                               with  soil, tamp
                               firmly
NOTE:  Work from bottom
  to top of cut or fill.
  Walk  on bundles to
  compact soil.
Figure  24 -  Wattling Installation--Schematic  Diagram Adapted from Leiser
           et  al., 1974a.   Study conducted for CALTRAN and sponsored by
                        the Federal Highway Administration
                                            109

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          10.  Bundles should be staked firmly in place with vertical
 stakes on the downhill side of the wattling on not more than 46-cm
 (18-in.) centers, and diagonal stakes through the bundles on not more
 than 76-cm (30 in.) centers.  Where bundle overlap occurs between
 previously set bottom or guidestakes, an additional bottom stakes
 should be used at the midpoint of the overlap.  Bundle overlaps should
 be "tied" with a diagonal stake through the ends of both bundles.

          11.  Stakes should be made of live wattling material greater
 than 4 cm (1-1/2 in.) in diameter.

          12.  All stakes should be driven to a firm hold and a minimum
 of 46 cm (18 in.) deep.  Where soils are soft and 61-cm (24-tn.) stakes
 are not solid (i.e., if they can be moved by hand), 91-cm (36-in.)
 stakes should be used.  Where soils are so compacted that 61-cm (24-in.)
 stakes cannot be driven 46 cm (18 in.) deep, 10- to 13-rara (3/8- to  1/2-
 in.) steel reinforcing bars should be used for staking.

          13.  Work should progress from the bottom of the cut or fill
 slope toward the top, and each row should be covered with soil and
 packed firmly behind and on the uphill side of the wattling by tamping
 or by walking on the wattling as the work progresses,  or by a combina-
 tion of these methods.

          14.   The downhill  "lip" of  the wattling bundle may be  left ex-
 posed when staking and covering are  completed.

          A wattled slope after plant  establishment  is  shown  in  perspec-
 tive  in Figure 25.
D.  Benching and Seeding

          Benching (step construction) on very steep slopes is being used
to some extent as a means of creating a medium for plant growth on the
"tread" of each step and on the sloughed sediments at the base of each
rise.  If fertilized according to a soil nutrient test, seeded at the
right season with the recommended plant species, and stabilized with an
organic mulch, benched slopes can be quickly vegetated.

          The decomposed granite in the Tahoe Basin is, however, usually
not structurally suited to making stable benches.  Benches on steep slopes
(Figures 26 and 27),  commonly in the Lake Tahoe area, often erode to a
smooth slope approaching the natural angle of repose (about 1.5:1, 34
degrees, 67%).
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Figure 25 - Perspective of a Section of Treated Slope:  a. Steins of cut
  brush "wattles" imbedded in contour trench, with portion of leaves
    and twigs protruding above slope surface, giving slight terrace
    effect; b. Stake of living willow or baccharis showing vigorous
    sprouts and good root system established—note that all stakes
     are set nearly at right angles to slope, not vertically; c.
      Inert stake of lumber or locally cut forest material, long
      enough to stand firmly in the semicompacted soil; d. Strip
      of cereal grain, 4 to 5 in. wide and 5 to 10 in. above the
        wattles, showing fibrous root systems—a temporary but
         rapid anchorage of the soil; e. Cluster of shrub or
         herb seedlings growing from a seed spot of permanent-
         cover species; f. Planted tree or shrub of permanent
                         cover (Kraebel, 1936)
                                  111

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Figure 26 - General Lake Tahoe Area at  Lower Elevation  in the  Luther Pass
     Demonstration Site Area.  Note large benched  slope  on the right.
           v
  Figure 27 - Stair-Step Grading of  Steep  Slope.   Note  the  sloughing at the
               Base of Each Rise  (Courtesy of Burgess Kay).
                                    112

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E.  Chemical Stabilization

          A number of commercial chemical formulations are sold to reduce
erosion when used alone on bare soil or in combination with plant materials,
Some of these products have been field-tested in the Lake Tahoe area.   Two
of the polyvinyl acetate products were tested alone (without plants)  for
temporary erosion control near Luther Pass.  It was observed that these
materials reduced erosion.

          A series of replicated plots at three locations in the Lake
Tahoe area compared 12 stabilizing chemicals including a polyvinyl ace-
tate in combination with seed and fertilizer.  None of the chemicals  were
evaluated as any better than results from hydroseeding a slurry of seed,
wood fiber, and fertilizer.
F.  Fibers and Mats

          Excelsior mats were included in the 1972 erosion-control chemi-
cal test and showed promise in early evaluations.  Therefore, mats were
tried again in the fall of 1972.  Single and double thicknesses of a
woven paper mat were compared with excelsior mats and wood fiber at 890
kg/ha (1,000 Ib/acre).  An average of the results at the two sites in
July 1973 showed neither treatment to be an improvement over fiber alone.
An evaluation in June 1974 showed hydroseeding to be superior to excel-
sior at one site but to be inferior at another.  Excelsior is only
slightly better than the single paper mat.  Doubling the mat did not im-
prove the results and may actually have reduced grass establishment.

          Jute mats were not used in these tests but have been observed
at many locations in the Tahoe Basin.  Jute is more costly than excelsior
and appears even more difficult to install properly.  All mats are more
expensive than hydromulching.

          A major problem with mats is proper installation.  They must be
made to contact the soil uniformly.  This is next to impossible on irregu-
lar surfaces such as gullies and over rocks.  If not in complete contact,
erosion will continue unchecked beneath the mat.  A second problem noted
was in tying mats securely to the slope.  The 18 cm (7 in.) wire staples
provided were ineffective on the rocky cuts.  The mats were blown loose
in some of the more exposed sites and were not effective.
                                  113

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           Fibers  tested  include straw  and wood  fiber.  Straw has been used
 successfully by placing  a net over  1,120 to 4,480 kg/ha  (1,000 to 4,000
 Ib/acre) of straw to prevent blowing.  Surface-applied straw above 4,480
 kg/ha  (4,000 Ib/acre) has been observed to smother  the grass seedlings.
 A commercial chemical tested once to "tack" the straw (Terratack I) was
 ineffective.  A new product (Terratack II), tested  more recently, showed
 more promise.  Asphalt is not used  to  tack straw in California because
 it is environmentally undesirable,  inviting lawsuits when it inadvertently
 finds.its way onto automobiles, people, and homes.

           Wood fiber (virgin fiber, not reclaimed paper) has consistently
 shown its value in controlling erosion and improving grass stands.  In-
 creasing the rate above  the minimal 1,120 kg/ha (1,000 Ib/acre) to 2,240
 kg/ha (2,000 Ib/acre) or even 3,360 kg/ha (3,000 Ib/acre) has increased
 its effectiveness.  Field tests at Tahoe have consistently demonstrated
 the value of wood fiber at 1,120 kg/ha (1,000 Ib/acre) to hold the seed
 in place, and increasing the rate has occasionally resulted in better
 stands of grass.   Additional quantities have been observed to insulate
 the seedbed and delay germination.

           None of the mulches  appears to reduce problems of frost heaving.
 The only way to avoid the combination of temperature and moisture which
 causes heaving appears  to be reseeding as  often as  is necessary.

          Rice straw is preferred over  wheat or barley straw because it
does not contain grain or upland weed seeds, which may be competitive with
seeded species and produce unsightly results particularly at lower eleva-
tions in the region.
G.  Slope Surfaces

          All surfaces, whether benched, wattled or sloped, should be left
as rough as is practical, thus providing places for seeds to lodge and
germinate.  Most important, the seeds may become covered with soil, which
is the best insurance for good results.
                                  114

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           VI.  SEED. SEEDING. PLANTING. AND RECOMMENDATIONS
A.  Seedbed Preparation

          Leaving a rough surface is the best practice.  In experiments,
covering the seed by drilling on gentle slopes or raking seed into a
loose seedbed has consistently given the best results.  Generally the
most practical method of covering the seed is to apply it to a rough
seedbed and allow the rains to cover the seed.  The seed may be broadcast
by hand or with a breast seeder.  Covering by raking or dragging a chain
over the surface is also good.  If possible, on very coarse decomposed
granite, cover the seed 0.5 to 1 cm (1/4 to 1/2 in.) deep or 2 cm (1 in.).
Hard or crusted surfaces should first be scarified to improve the chances
of covering the seed.  On many sites the use of hydromulching may be the
only logical method for applying the seed and fertilizer and is also a
good method of applying mulch and fertilizer over previously covered seed.
B.  When to Plant

          Either late fall or early spring will give satisfactory results
in some years.  Use the following guidelines:

          Fall seeding should be undertaken late enough that rains will
not germinate the seed before snowfall.  If germination occurs before
snow, the seedlings may freeze.  October is generally a good month.
November is good if it is still possible to get on the area.  It is best
to have the job completed by early November, however, least snow catch the
seeding half-finished.  Fall seedings commonly germinate beneath the snow
and can be seen growing as the snow melts in the spring.

          Spring seedings are limited by the date of snowmelt.  Many
areas are inaccessible in spring because of wet conditions or late snow.
If seeding is possible in March or April, however, it is often successful.
May is generally too late, since there may not be enough rain to germinate
the seed and allow the plants to reach a size which will survive the dry-
ing of the surface soil.

          If irrigation is available, grass can be planted any time the
site is accessible.  The irrigation system should be designed so as not
to wash away the seed.  Once the grass is 15 to 20 cm (6 to 8 in.) high,
irrigation can be discontinued.
                                  115

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 C.  What  to  Plant

          A  number of  grasses  are well adapted  to such areas, and seed
 is  available.   They  should be  seeded  at  about 56 kg/ha (50 Ib/acre)
 total.  These  can be grouped into bunch  grasses and sod-forming grasses.

          Bunch grasses are generally quick to  establish and usually
 quite persistent.  Most important are orchardgrass (a winter-hardy
 variety such as Potomac or Latar has  given excellent results), Sherman
 big bluegrass,  Nordan  crested  wheatgrass and fairway crested wheatgrass.
 To  obtain quick ground cover,  at least one of these should be included
 in  all seedings.  Durar hard fescuegrass is a very short fine bunch
 grass which  should be  seeded alone in special situations which demand
 a cover that is short  and fine textured, but it would not be satisfactory
where erosion protection must  be maximum.

          Sod-forming  grasses  are desirable because of their ability to
 spread.   Establishment of herbaceous  cover is often poor initially
because of the  difficult site  conditions.  In time, however,  the rhi-
 zomes of  this group of grasses will spread and improve the ground cover.
Good sod-formers are Topar pubescent wheatgrass, Luna pubescent wheat-
grass, Oahe, Greenar, and Amur intermediate wheatgrass, and Manchar
smooth bromegrass.   Luna pubescent wheatgrass has been the superior grass
 in  SCS trials in the Tahoe Basin.

          The desirability of  including a legume because of its nitrogen-
 fixing potential is well recognized.  However, most legumes have not done
well at this location.  Soil Conservation Service tests show promise for
 the legume,  cicer milk vetch.

          Temporary species, such as annual grasses or cereals,  are not
recommended.  They often appear weedy, are a fire hazard,  and do not
give better protection than the fine-seeded bunch grasses  listed on the
preceding page.  Also, they have been observed to crowd out the more
desirable perennial grasses.  The annuals then die,  leaving a sparse
ground cover.

          Trees and shrubs are effective in long-term erosion control in
the Lake Tahoe area.  This conclusion should not be a surprise to ecolo-
gists since they are original vegetation.  Trees and shrubs are also
deeper-rooted than most grasses and are also capable of surviving at
lower levels of fertility than the grasses.  Grasses are needed for
initial soil stabilization until the slower growing trees  and shrubs
                                 116

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become well established.  Fertilizers are needed to hasten the estab-
lishment of grasses; and as the nutrients leach from the soil, the
grasses gradually die and are replaced by native trees and shrubs.
Shrubs which have potential are these native species:   big sagebrush,
penstemon, squawcarpet, pinemat manzanita, and bitter brush.   Intro-
duced species that have shown promise are Caucasian sagebrush and
greenleaf manzanita; the latter is particularly suited to the drier
sites.  These native and introduced species are started in the green-
house as seedlings or rooted cuttings and hardened out-of-doors before
being transplanted at Lake Tahoe.  Spring plantings (May) are much
superior to fall plantings.  Direct seeding of shrubs with fertilizer
in individual holes was not successful.  Trees do not seem to be well
adapted to the shallow "soil" of cut slopes, although they may be used
successfully on fill slopes for erosion control.  Recommended as trans-
plants for fill slopes are these tree species:  Geffrey pine, lodgepole
pine, incense cedar, and quaking aspen.

          Pushing willow cuttings in soils on slopes have been a very
successful practice.  Again, the site must be stabilized at the angle
of repose before the cuttings are planted.  Larger willow cuttings have
sprouted more profusely than smaller and younger branches.  A comparison
of cutting size, hormone treatment, and fall-versus-spring planting
demonstrated the superiority of fall planting and of cuttings larger than
10 mm (3/8 in.) diameter.  Second-year data show a marked decrease in the
survival of fall-planted cuttings but an almost complete loss of the
spring-pianted cuttings.  The hormone used did not increase the stand.

          A specialized technique has been used to establish grass in the
top portion of cut slopes, which is the most difficult area in which to
establish plants.  The erosion rate is generally too great to successfully
establish plants from seed, so grasses are started in plant bands or peat
pots in the greenhouse and transplanted to the road cut in the early spring.
The germinating seedlings thus avoid the usual losses from frost heaving.
Establishment has been better than 95%.  The remainder of the slope can be
hydroseeded when the transplanting is completed.  Rhizomatous wheatgrasses
are used (Topar and Luna pubescent wheatgrass, Sodar streambank wheatgrass
and Barton western wheatgrass) in the hope that the creeping rhizomes  will
give maximum erosion protection.  The use per hole of 1 g of nitrogen  (a
combination of available and slow-release forms) plus adequate phosphorus
and sulfur are essential to plant establishment (Figure 28).
                                   117

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oo
                           \
   Source:   Soil:   The  1957  Yearbook of Agriculture. Washington,  U.S. Department of Agriculture.
   Figure  28  -  Places Where Responses of Crops  to Applied Sulfur Have Been Demonstrated by Field Experiments

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       I   Starting the grass plants requires about 18 days in the green-
house, plus about 3 weeks outdoors at Davis, California,  to harden before
planting them at Lake Tahoe.  They are started in flats of peat pots  or
plant bands in a sandy soil.  The grass seed is sprinkled over the surface
and covered lightly with soil.  This results in a cluster of 5 to 20  grass
plants in each band or pot.
                          VII.  FERTILIZATION
          Fertilizer is essential to the establishment and growth of
grasses.  The soils are deficient in nitrogen (N), phosphorus ("PJ^^ •  ant*
sulfur  (S).  When N and PoOe are applied as ammonium phosphate,  there
usually is sulfur (S) in the mixture.  Blando (soft) bromegrass  was grown
on freshly eroded decomposed granite with a full complement of nutrients
and compared with growth where each plant nutrient was deleted.   Leaving
out N, P2°5» or S» respectively, gave only 6, 16, and 12% of the yield of
plants with complete nutrients (Table 6).  A common mistake in this and
other areas of California is to omit sulfur, supplying only N and ?2°5*
In this case only 12% of the potential of the fertilizer would be
realized.  Sulfur often adds little to the cost of fertilizer but in
this case would increase its efficiency more than eightfold.  Similarly,
potassium (K) would be a waste of money since its omission actually re-
sulted  in higher yields, probably because of salt injury to seedlings.
Because of the hazard of eutrophication of the waters of Lake Tahoe,
rates of fertilizer application have been minimal.  Minimum rates, how-
ever, have not been sufficient to induce a dense stand of protective
grasses.  In general, at least two applications of 280 kg/ha  (250 lb/
acre) of 16:20:0 plus sulfur are needed during the first year of seedling
establishment, and one application at the beginning of the second growing
season.

          Research and demonstrations on the use of such slow-release
fertilizers as Magamp  (magnesium ammonium phosphate) have been conducted.
Although the results are satisfactory, a cheaper alternative  in the use
of repeated applications of common rapid-release  fertilizers.

          Fertilization of shrubs other than penstemon has not been neces-
sary, and sometimes  is harmful.  Fertilized penstemon, however, showed an
increase  in both survival and growth over those without  fertilizer.  Fer-
tilization has decreased survival of some shrub  species  such  as big sage-
brush and bitterbrush.
                                   119

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                                 TABLE 6

           EFFECT OF NUTRIENT APPLICATION ON RELATIVE GROWTH OF
               BLANDO BRDMEGRASS ON DECOMPOSED GRANITEJ7

                                     Relative Percent
                    Treatment           of Growth

                  All nutrients             100
                       4-B                    87
                       +Cu                  104
                       +Mg                   98
                       +Mn                   64
                       -K                   108
                       -N                     6
                       -P                    15
                       -S                    12
                       -Zn                  100
                       16:20:0               93
                       8:40:0                38
a/  Martin, W. E., Department of Soils and Plant Nutrition, University
      of California at Davis (unpublished data).
                                  120

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          Of the controlled-release fertilizers tested,  only Agriform
tablets, urea formaldehyde 20:10:5 (trade name Agriform), currently con-
tain supplemental amounts of S.   An appropriate addition of fertilizer
for penstemon would be 1 to 2 g  of nitrogen or approximately 1 to 2
tablespoons of most controlled-release fertilizers per plant.

          Those who believe that fertilizer should not be used in the
Tahoe Basin must recognize that  grass will not grow without fertilizer
and that the consequent erosion  without grass will itself add nutrients
as well as sediments to the lake.  Fertilizer, properly used,  is  the
lesser evil once the soil has been disturbed by construction.
                VIII.  FILL SLOPES IN NEW CONSTRUCTION
          While fill slopes at a grade of 2:1 will generally vegetate
naturally in time, it is desirable to speed the process.  On a long-time
basis, the costs incurred will usually be more than offset by reduced
sedimentation, maintenance, and repairs.

          Structures are essential to divert water from the fill slope
or carry the water slowly over the slope without eroding.

          The recommended surface treatment is to punch straw into the
slope before seeding.  Full-length straw (not chopped into short lengths)
should be spread on the slope at 4,480 kg/ha (2 tons/acre) and punched
in with a studded roller.  Then an additional 4,480 kg  (2 tons) should
be used and the area rolled again.  The finished product should resemble
the tufts of a giant toothbrush.  A recommended roller would be equipped
with straight studs made of approximately 22 mm (7/8 in.) steel plates,
placed approximately 20 cm (8 in.) apart and staggered.  Studs should be
not less than 15 cm (6 in.) long nor more than 15 cm (6 in.) wide and
rounded to prevent withdrawing straw from soil.  The roller should be
of such weight as to shove the straw sufficiently into  soil so as not
to Support combustion.  A sheepsfoot tamping roller should not be used
to incorporate straw into the slope material.

          If the slope is difficult to penetrate, the straw should be
applied to the surface at 2,240 to 4,480 kg/ha (2,000 to 4,000 Ib/acre)
and held in place with a net or wire.
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          Seeding and fertilizing should be done by broadcasting.   Re-
sults have been good from seeding 60% of the seed and broadcasting all
of the fertilizer between the two straw applications and the final 407.
of the seed application on top of the second layer of straw.  Broad-
casting the seed may be with a breast seeder or in a hydroseeder.   Fiber
is not required except in centrifugal pumps, which may damage seed if
used without fiber.
             IX.   SOURCES OF FURTHER RESOURCE INFORMATION


          California Department of Transportation Laboratory
          5900 Folsom Boulevard
          Sacramento,  California  95819

          California Department of Transportation
          Landscape Architects
          1120 N  Street
          Sacramento,  California  95814

          Pacific Southwest  Forest and Range  Experiment  Station
          U.S.  Forest  Service
          P.O.  Box 245
          Berkeley,  California   94701

          Soil Conservation  Service
          P.O.  Box 68
          Lockford,  California   95237

          University of California
          Agricultural Extension Service
          Davis,  California  95616

          University of California
          Department of Agronomy and Range Science
          Davis,  California  95616

          University of California
          Department of Environmental Horticulture
          Davis,  California  95616
                                 122

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          U.S. Forest Service
          630 Sansome Street
          San Francisco, California  94111

          A list of commercial nurseries for sources of adapted seeds
and plants may be obtained from the Resource Agency, Department of
Conservation, Division of Forestry, Sacramento, California 95819.
                                  123

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                         X.  ADDITIONAL REFERENCES
Carlson, J., "Propagation of High Elevation Shrubs," Proceedings.  Ero-
  sion Control Symposium, 11 to 12 June, Sacramento, University of
  California at Davis, Agricultural Extension, pp. 67-74 (1974).

Edmundson, G., "Grasses and Legumes and Their Establishment for Erosion
  Control in the Tahoe Basin and Other High Elevation Sites in the
  Sierra Nevada Mountains," Proceedings. Erosion Control Symposium,  11
  to 12 June, Sacramento, University of California at Davis, Agricultural
  Extension, pp. 75-81 (1974).

Howell, R. B., E. C. Shirley, and J. B. Skog, "Hydrology and Sediment
  Transport, Lake Tahoe Basin," Materials and Research Department  Report
  No. 657078-2, California Department of Transportation (1971).

Howell, R. B., "Role of Mechanical Stabilization and Engineering in the
  Establishment of Plant Materials for Erosion Control," Proceedings.
  Erosion Control Symposium, 11 to 12 June, Sacramento, University of
  California at Davis, Agricultural Extension, pp. 20-22 (1974).

Kay, B. L, "Hydroseeding Limitations and Alternatives," Agronomy Progress
  Report No. 43, University of California at Davis, 3 pages (1972).

Kay, B. L., "Erosion Control Products Tested in the Tahoe Area," Agronomy
  Progress Report No. 48, University of California at Davis, 2 pages
  (1973A).

Kay, B. L., "Revegetation of Mountain Sites Above 3,000 Feet in California,
  Agronomy Progress Report No. 53, University of California at Davis, 3
  pages (1973B).

Kay, B. L., "Screening of Erosion Control Materials," Agronomy Progress
  Report No. 49, University of California at Davis, 6 pages (1973C).

Kay, B. L., "Wood Fiber Mulch Studies," Agronomy Progress Report No. 52,
  University of California at Davis, 6 pages (1973D).

Kay, B. L., "Erosion Control Products Tested on Decomposed Granite,"
  Agronomy Progress Report No. 60, University of California at Davis,
  7 pages (1974A).

Kay, B. L., "The Role of Erosion-Control Fibers and Chemicals," Pro-
  ceedings, Erosion Control Symposium, 11 to 12 June, Sacramento,
  University of California at Davis, Agricultural Extention, 5 pages
  (1974C).

                                    124

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Kroll, C. G., "Sediment Discharge in the Lake Tahoe Basin, California,"
  U.S. Geological Survey, 33 pages (1973).

Leiser, A. I., B. L. Kay, J. Paul, J. J. Nussbaum, and W. Thornhill,
  "Revegetation of Disturbed Soils in the Tahoe Region," Final Contract
  Report, California Department of Transportation R.T.A. 13945-191210
  (1974A).

Leiser, A. T., and J. J. Nussbaum, "Wattling as an Erosion Control
  Method," Proceedings, Erosion Control Symposium, 11 to 12 June,
  Sacramento, University of California at Davis, Agricultural Extension,
  pp. 67-74 (1974B).

Nussbaum, J. J., and A. T. Leiser, "Shrub Establishment Methods," Pro-
  ceedings , Erosion Control Symposium, 11 to 12 June, Sacramento, Uni-
  versity of California at Davis, Agricultural Extension, pp. 67-74
  (1974).
                                    125

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                                 IDAHO
                                                                  Page

Summary	   2.2 7

I.        Introduction	   j.27

II.       Demonstration Site	   130

          A.  Background	   130
          B.  Vegetation Establishment	   132
          C.  Plant Response	   135
          D.  Sediment and Its Control	   135

III.      Alternative Decisions on Plant Selection	   138

IV.       Guidelines for Sediment Reduction in the Idaho
            Batholith	   144

V.        Sources of Assistance	   145

VI.       Additional References	   146

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                  IDAHO—DEMONSTRATION AREA. NUMBER 2

           FILL SLOPE. DEADWOOD ROAD IN THE IDAHO BATHOLITH


                                Stannary
          In the Boise National Forest in west central Idaho, a steep and
long southwestern slope was successfully vegetated with ponderosa pine.
The soils are Quartzburg and Toiyabe series, representative of the Idaho
Batholith.  Both soils are shallower than 76 cm (30 in.) and contain less
than 10% silt plus clay.  Under the shallow soils is weathered granitic
bedrock.  Annual precipitation is between 89 cm (35 in.) and 102 cm (40
in.), and almost all of it enters the soil and moves laterally as subsur-
face flow.  The ponderosa pine seedlings were planted on the fill slope
and 5 years later were successfully established.  All attempts at estab-
lishing grasses were a failure.  Fertilizer and straw mulch were consid-
ered essential for rapid establishment of the trees.
                           I.  INTRODUCTION
          The demonstration area selected for a detailed documented ex-
ample of how to establish vegetation on disturbed soils in the Idaho
Batholith is the 18 fan (7 miles) Deadwood Road* (Figures 29 and 30).
Road construction was stared in 1957, and construction was discontinued
in 1970, after 18 km (7 miles) had been completed because of potential
environmental impacts associated with additional construction in high
erosion hazard areas.  This decision was reinforced by the fact that
failures on both cut and fill slopes on the existing road has supplied
large volumes of sediment to the nearby Deadwood River.

          The Idaho Batholith is a 41,400-km2 (16,000-mile2) area in
central Idaho and western Montana, comprising igneous rocks, primar-
ily granitic, mostly of quartz monzonite.  The bedrock, when exposed,
   The exact location of the Deadwood Road is Boise County, Township 9
     north, Range 7 east, Sections 5, 8, 17, 20, and 29.  The demonstra-
     tion site is on a large fill slope in the southwest corner of sec-
     tion 8.
                                   127

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                CANADA
WASHINGTON
                                                     MONTANA
        Lew is ton
   OREGON
                                                                    O
                                                                    Z
Figure 29 - The Idaho Batholith and  the Deadwood  Road  Demonstration Site
                                  128

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Figure 30 - Location of Demonstration Site No. 2 on Deadwood Road (at arrows),
   The areas demarcated are land use divisions where timber harvesting and
            road building are restricted because of fragile soils.
                                      129

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 weathers rapidly into coarse,  loamy sand which is unstable on steep
 slopes because of a low percentage of clay to bind it.   Overland flow
 resulting from rainstorms and  rapid snowmelt can cause  surface erosion;
 however, dry creep is an important erosion process on exposed soils.
 Mean annual precipitation ranges from 315 mm (15 in.) to 1,500 mm
 (60 in.)» about 70% of which is snow.

           Overland flow of runoff is minor.  Most all of the precipi-
 tation moves into the streams  as subsurface flow because infiltration
 rates in the soil are high. Road cuts intercept the subsurface flow
 of water and may cause slope failure.  Such water cannot be intercepted
 by a diversion terrace, as is  used on most soils of slow permeability.

           The demonstration area is so fragile that the U.S.  Forest
 Service in its Environmental Statement.  Vol. 2,i'  has declared that
 for the lower 7 miles of the Deadwood Canyon, only dead and dying
 timber should be harvested (area designated 1-9 in Figure 30).  The
 statement further included this restriction on Area 1-10:  "... Allow
 no timber harvesting activities..."
                         II.  DEMONSTRATION SITE
A.  Background

          The demonstration  site  is  on a  61 m  (200  ft)  long  southwestern
facing  fill slope with a gradient of 70 to 757..   It is  at an elevation
of 1,410 m (4,700 ft), 90 m  (300  ft) above Deadwood River.   Soil mate-
rials in the fill area are from weathered granitic  bedrock with a  coarse
texture*

          Subsurface flow is the  dominant phenomenon with regard to move-
ment of water.  Surface flow exists  to some extent  where the compacted
road surface acts as a mini-watershed and supplies  additional water to
the upper part of the fill slope.
JL/  U.S. Forest Service Environmental Statement, Deadwood Planning Unit
      Land Use Plan, prepared in accordance with Section 102(2)(c) of
      Public Law 91-190, 29 March 1974.  In two volumes, Vol. 1, 95
      pages; Vol. 2, 89 pages.
                                   130

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          The surface and subsurface materials before they were dis-
turbed are classified and mapped as:  Quartzburg series,  a member of
the sandy-skeletal, mixed, frigid family of Typic Xerorthents; or
Toiyabe series, a member of the sandy, mixed, frigid shallow family
of Typic Xeropsamments.

          Both soil series are shallower than 76 cm (30 in.) and under-
lain by bedrock; both vere formed in a temperature regime of 6 to 8°C
(42 to 47°F) mean annual air temperature, and a mean summer soil tem-
perature at a depth of 50 cm of 15 and 18°C (59 and 648F).  Both soil
series are slightly acid throughout and contain < 257, silt and clay
in the < 2-tnm size fraction.  The soil series differ primarily in the
shallower-to-bedrock character of the Toiyabe which is 25 to 50 cm
(10 to 20 in.); whereas, the Quartzburg series is 50 to 76 cm (20 to
30 in.) to bedrock.  Both soil series are adequate in available po-
tassium but low in nitrogen, phosphorus, and sulfur.

          Deadwood Road was constructed in 1957, about 11 years prior
to the establishment of the Forest  Service research site.  All exten-
sive cut and fill slopes had previously been seeded with a grass mix-
ture; in addition surface stabilization measures such as erosion con-
trol netting, asphalt-tacked straw, and other treatments had  been
applied on many of the areas.,

          The  first and second attempts at establishing grasses at  the
study site failed because of (a) excessive erosion, especially during
an 11-day storm in December 1964,  (b) grazing destruction  by  deer and
elk, and  (c) distrubance  of the  slope during  road maintenance operations.

          The mechanical and ecological  technology  reported for  this dem-
onstration site is applicable to most of  the 41,440-km2  (16,000-mile2)
area of the Idaho Batholith, within these paramter  restrictions:

          1.   South of the  Salmon  River  (Figure  29, page  124);

               a.  Elevations between 900 and  1,500 m  (3,000  and  5,000  ft),

               b.   Precipitation less than  1 m (40  in.),

               c.   Southerly aspects,

               d.  Areas  within the range of ponderosa pine,  and

                e.   Dry,  coarse-textured Entisols (Orthents or Psamments).
                                   131

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           2.   North  of  the  Salmon  River;

                a.  Elevation below 1,219 m  (A,000  ft),

                b.  Precipitation less  than  88.9  cm (35  in.),

                c.  Southerly aspects,

                d.  Areas within the range of ponderosa  pine, and

                e.  Dry, coarse-textured Entisols (Orthents or Psamments),
B.  Vegetation Establishment

          The demonstration site was essentially bare at the time of the
establishment of the study plots.!'  Treatments were applied on the study
plots in a randomized block design using 3 blocks of 10 plots each.  Each
plot was 2.18 x 9 m (7.25 x 30.0 ft) in size [total area of 0.008 ha (1,200
of an acre)] with the long axis oriented up and down the slope.  Deflec-
tion boards were established on the upper side of each plot to reduce the
hazard of rocks rolling across the plots.  On the sides were 2.5 x 30 cm
(1 x 12 in.) boards.  A plastic-lined trough was built at the lower end
of each plot to catch sediment for weighing.  On some plots, straw mulch
was applied to a depth of 2.5 to 5 cm (1 to 2 in.) and was held in place
by galvanized poultry wire (Figure 31).

          Ponderosa pine were planted on the site.  Fertilizer applied
consisted of one Treefeed pellet, analyzing 28% N, 5% P20s, and no po-
tassium.  For trees spaced 45 x 45 cm (1.5 x 1.5 ft), the fertilizer
application amounted to a rate per acre of 49 kg (109 Ib) of N and
8.6 kg (19 Ib) of P205; on the trees spaced 76 x 76 cm (2.5 x 2.5 ft),
quantity was 18 kg (40 Ib) of N and 3 kg (7 Ib) of P205.

          Ten treatments were applied as follows:

          1.   Control (no seed,  no plants,  no straw, no wire netting).

          2.   Seeds (grass),  straw mulch,  erosion net,  fertilizer.
I/  Megahan, W. F., "Deep-Rooted Plants for Erosion Control on Granitic
      Road Fills in the Idaho Batholith," Intermountain Forest and Range
      Experiment Station Research Paper INT 161, USDA Forest Service
      22 pages (1974).
                                  132

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Figure 31 - The Research Site on Deadwood Road that is Used to Demonstrate
    the Most Feasible Methods of Establishing Vegetation on Steep and
      Long Slopes of Low Productivity.  The wood frames protect each
         plot from surface creep.  (Courtesy USDA Forest Service)
                                 133

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          3.  Seeds (ponderosa pine), strav mulch, erosion net, fertilizer.

          4.  Seeds (ponderosa pine), strav mulch, erosion net.

          5.  Plants (ponderosa pine), 45 x 45 cm (1.5 x 1.5 ft) spacing,
strav mulch, erosion net, fertilizer*

          6.  Plants (ponderosa pine), 45 x 45 cm (1.5 x 1.5 ft) spacing,
strav mulch, erosion net.

          7.  Plants (ponderosa pine), 76 x 76 cm (2.5 x 2.5 ft) spacing,
strav mulch, erosion net, fertilizer.

          8.  Plants (ponderosa pine), 76 x 76 cm (2.5 x 2.5 ft) spacing,
strav mulch, erosion net.

          9.  Plants (ponderosa pine), 45 x 45 cm (1.5 x 1.5 ft) spacing.

         10.  Plants (ponderosa pine), 76 x 76 cm (2.5 x 2.5 ft) spacing.

          The trees were 2-0 planting stock* from local seed sources.
They were planted in April 1968, but many vere damaged by deer and elk.
All locations where trees had died were replanted a year later after an
elk-proof fence had been constructed around all experimental plots.
Tree and grass seeds vere seeded in October 1968.  The tree seeds vere
coated vith rodent repellent and seeded at the rate of 275 seeds per
plot (2.8 kg/ha) (2.5 Ib/acre) by handplacing seed through the strav
mulch.  Grasses vere seeded at the rate of 56 kg/ha (50 Ib/acre) and
consisted of equal weights of:

          Pubescent wheatgrass;

          Oatgrass;

          Smooth bromegrass;

          Crested vheatgrass; and

          Intermediate vheatgrass.

The strav mulch was removed before seeding grass and immediately replaced.
*  2-0 Planting stock means 2-year-old seedlings that had not been trans-
     planted.
                                  134

-------
          All growth data were collected for a 4-year period and ero-
sion data for 3-1/2 years.
C.  Plant Response

          Plant density on the grass plots decreased from 17 plants/m2
(1.5 plants/ft2) to less than 0.09/m2 (I/ft2) over the 4-year period
of the experiment.  Decreases in grass density were common in the area;
they may have been accentuated on these plots by invasions of grass-
hoppers in 1971 and 1972.

          At the end of the 1st year, 12% of all ponderosa pine seeds
had emerged; this percentage decreased to 57. at the end of 4 years;
most of the surviving trees exhibited poor vigor.  In 1969, there were
2,680 trees/ha  (6,500 trees/acre).  Survival of planted ponderosa pine
trees, however, was excellent.  Six of the 18 plots had 1007. survival,
and only two plots had less than 957. survival.  On all 18 plots the
survival averaged 97%.

          In summary, fertilizer response of all plants was signifi-
cant; mulching  and increased spacing increased plant growth, but  in-
creases were not  statistically significant in most instances.
D.   Sediment and Its Control

           In the Idaho  Batholith in  an undisturbed forest,  background
sediment yield was  estimated  at  8.8  mt/km2/year (25 tons/mile2/year).
Disturbances such as cutting  and skidding logs  increases  sediment yields
by  a factor of  1.6. Sediment runoff from forest roads undergoing con-
struction  increased by  a factor  of 220 (Table 7).

           Nearly all accelerated sediment production from logging op-
erations on forest  lands in the  Idaho Batholith resulted  from logging
road construction,  and  84% of the sediment yield was produced during
the 1st year.-'
 \l  Megahan, W. P., and W. J. Kidd, "Effects of Logging on Sediment Pro-
       duction Rates in the Idaho Batholigh," USDA Forest Service, Research
       Paper INT-123, 14 pages (1972).
                                   135

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                                TABLE 7

     SEDIMENT YIELDS COMPARED FROM FOREST ROADS. TIMBER HARVESTING
           AND FROM UNDISTURBED FOREST IN THE IDAHO BATHOLITH
                             (6-year mean^/)
        Type of
   Forest Disturbance
 Sediment Yield
    Per Year	
         tons/mi 1?
          Ratio of Sediment
          Yield (disturbed/
             undisturbed)
Undisturbed
8.8
25
1.0
Cutting Plus Skidding
  Logs
14
40
1..6
Forest Road Construction    1,927
           5,500
                220.0
a/  Megahan, W. F., "Logging, Erosion, Sediment--Are They Dirty Words?,"
      Journal of Forestry. Vol. 7, No. 7, 5 pages, July 1972.
          The effects of seeding a grass mixture on logging roadbeds
in Idaho, after completion of logging and for the purpose of stabiliz-
ing the soil, has been studied.—'   The seeding mixture consisted of
40 kg/ha (36 Ib/acre) of the following grass species (Table 8).

          The mean density of grass species for 1957 and 1958 is shown
in Table 9.1/
If  Kidd, W. J., Jr., and H. F. Haupt, "Effects of Seedbed Treatment on
      Grass Establishment on Logging Roadbeds in Central Idaho," USDA
      Forest Service, Research Paper INT-53, 9 pages (1968).
2/  Ibid.
                                  136

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                                TABLE 8
                GRASS SEEDING MIXTURE AND SEEDING BATE
                                                          Rate
         Species

Winter Ryegrass
Manchar Smooth Bromegrass
Intermediate Wheatgrass
Crested Wheatgrass
Bulbous Bluegrass
Timothy

  Total
             kg/ha

              22
               6
               6
               3
               2
              JL

              40
Ib/acre

  20
   5
   5
   3
   2
  36
                                TABLE 9
     SEEPING ESTABLISHMENT MEANS FOR GRASS SPECIES (1957 AND 1958)
         Species

Intermediate Plus Crested
  Wheatgrasses
Manchar Smooth Bromegrass
Timothy
Bulbous Bluegrass
Winter Ryegrass

  Total
  Mean Seedling Establishment
plants/m*plants/ft*
   0.3
   0.2
   0.1
   0.6
   0.4

   0.8
 3.8
 2.6
 1.5
 0.7
 0.4

 9.4
          The  number  of  grass plants  established  increased as  the di-
 rection of  slope  changed from south to north.   Ripping  of the  compacted
 roadbed was more  favorable  to seedling establishment  than compacted
 areas.   Mulching  vith woodchips  and no fertilizer depressed grass seed-
 ling  establishment.
                                   137

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           Road  cuts  in  the  Idaho  Batholith  generate  considerable  overland
 flow by intercepting subsurface  flow  or  groundwater.  The  reduced infil-
 tration rates on compacted  road surfaces provided more water;  therefore,
 adequate drainage in the  form  of  culverts and  cross  ditches  is an abso-
 lute necessity.   Surface  water from road surfaces must not be  allowed  to
 flow upon highly erodible roadfill  materials  farther downslope.   In most
 cases,  this  requires insloping road surfaces.  Cut and fill  slopes should
 be  slopes at or less than the  angle of .stability for the specific soil
 materials before vegetation can be  expected to stabilize them.  Much of
 the erosion  in  the Idaho  Batholith  is caused by "dry and wet creep."
 "Dry creep"  is  assisted by  high winds and gravity; "wet creep" is asso-
 ciated  with  raindrop splash, ice  crystal formation (heaving),  surface
 ice and snow freezing and thawing,  and sliding due to gravity.  "Dry and
 wet creep" erosion can  be controlled  best by plants  producing  a maximum
 amount  of crown  cover and litter  for  surface protection.   Deep-rooted
 plants  such  as  trees provide added  benefit  by  helping reduce the  likeli-
 hood for mass erosion (landslides).

           Trees  were used on the  demonstration site  on the Deadwood Bead,
 and the results  are  reported here.  Compared with the control  plots, the
 surface erosion  rate from plots where trees were planted was reduced by
 an  average of 44%; mulched  surfaces under trees reduced erosion by 957..
 Because of decomposition  of the mulch, the  erosion control effectiveness
 of  the  mulched plots planted to trees decreased over the 3-year period
 from 98 to 92%,  respectively (Figure  32).  The ponderosa pine  trees con-
 trol  erosion effectively  by intercepting some  rainfall, breaking  the
 velocity of  raindrops,  providing  a  surface mulch of  shed needles,  and
 by  binding the soil  with  tree  roots.
             III.  ALTERNATIVE DECISIONS ON PLANT SELECTION
          Since more than three-fourths of all sediment from construction
activities in the Idaho Batholith is produced during the 1st year, mulch-
ing or some other surface treatment should be mandatory as soon as the
final grades have been established to prevent this 1st year's sediment
loss.  Mulch will begin to decompose and will decrease in effectiveness
as a sediment retardant after about 3 years.  During this period, wild
seedlings probably will not become dense enough to hold the soil; as a
result, the only effective alternative is to establish perennial vege-
tation at the same time or soon after mulch is applied.
                                   138

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AVERAGE EROSION (Tons/square mile/day)
O 10 J> O» CO O N> 4> O»
5.6
X
- 5-4.2
S"
£
1
- C.2.8
O
- g2.1
Q£
UJ
UJ 1 4
0
- £0.7
Q








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1971 1972
YEAR
Figure 32 - On the Deadwood Demonstration Site, Mulched Trees
   Reduced Erosion by an Average of 95% Over Control Plot.
       Trees alone reduced erosion an average of 447..
                              139

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           The  list  of adapted  and  available  plant  species  is  extensive,
 and  decisions  must  be made  as  to alternative choices.   Because  of  the
 prevalence of  soil  slumps,  deep-rooted  species  should have preference
 over shallow-rooted ones.   Trees and  shrubs  that have been grown at  the
 nearby  Lucky Peak Nursery and  that are  suitable for holding soil are
 portrayed  in Table  10.  The list of plants is classified according to
 ecological site adaption (habitat  type  series), dry (mountain brush),
 intermediate (ponderosa pine), and moist  (Douglas  fir).

           A list  for special uses  (adapted companion seedlings, herbaceous
 transplants, and  agressive  perennials)  is given in Table 11.  Seeding
 rates for  grasses for each  of  four vegetation types and three degree-of-
 wetness sites  are displayed in Table  12.—
I/  Monsen, S. B., "Rehabilitation on Forest Roads," Training Session and
      Field Tour, 19-20 September 1973, Intermountain Forest and Range
      Experiment Station, with the cooperation of the Boise National
      Forest,  Payette National Forest, and the Idaho State Department of
      Highways, Boise, Idaho.
                                  140

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TABLE 10
STABILIZATION


Species
Alder, Thlnleaf
Barberry, Creeping
Bearberry
Bltterbrush, Antelope
Bladdersenna
Ceanothus, Deerbrush
Ceanothus, Reds tern
Ceanothus, Snowbrush
Ceanothus, Squawcarpet
Ceanothus, Wedge leaf
Cherry, Bessey
Cherry, Bitter
Chokecherry, Black
Cinquefoil, Bush
Dogwood, Redosier
Elder, Blueberry
Erlogonum, Sulfur
Honeysuckle, Tatarian
Juniper , Common
Locust, Black
Oceans pray, Bush
Fens tenon , Bush
Pine, Lodgepole
Fine, Fonderosa
Rose, Woods
Sagebrush, Big
Sagebrush, Mountain
Serviceberry , Saskatoon
Snowberry, Common
Snovberry, Mountain
Spirea, Douglas
Sumac, Rocky Mountain
Virginsbower, Western
Willow, Scouler
Wormwood, Oldman
PURPOSES AND THEIR ECOLOGICAL SITE ADAPTATION

Dry Sites
(Mountain Brush)



X
X


X

X
X
X
X


X
X
X

X
X



X
X

X

X
X
X
X

X
Ecological Site Adaptation
Intermediate Sites
(Ponderosa Pine)

X

X
X
X

X
X

X
X
X
X
X
X
X
X
X

X
X
X
X
X


X
X
X
X

X
X
X

Moist Sites
(Douglas Fir)
X
X
X
X

X
X
X
X

X


X
X







X
X
X

X

X




X

     141

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                               TABLE 11

                   PLANT MATERIALS FOR SPECIAL USES
                       Herbaceous
Companion Seedings     Transplants           Aggressive Perennials

Mountain Rye          Western Yarrow    Smooth Bromegrass, Southern Types
Annual Bye            Louisiana Sage    Intermediate Wheatgrass
Yellow Sweetclover    Aster spp.        Rushleaf Wheatgrass
Timothy               Goldenrod spp.    Pubescent Wheatgrass
Orchardgrass          Fireweed          Tall Oatgrass
                      Cinquefoil        Mountain Bromegrass
                                  142

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                                             TABLE  12
                    GRASS  SEEDING RATES FOR THE MAJOR VEGETATION HABITAT TYPES
        Smooth Bromegrass
          Southern Type  (Lincoln)
          Northern Type  (Manchar)
        Intermediate Wheatgrass
,_         (Greenar, Amur, Oahe)
u>       Pubescent Wheatgrass (Luna)
        Slender Wheatgrass
        Tall Oatgrass
        Orchardgrass (Potomac)
        Timothy
        Meadow Foxtail
        Kentucky Bluegrass
        Meadow Bromegrass
        Hard Fescuegrass
        Fairway Wheatgrass

          TotalS/
                                Wet  Sites
                               Subaline Fir/
                                Grand Fir
                             Tcg/ha   Ib/acre
               Intermediate Sites
                               2
                               6
                               3
                               2
                               2
                               1
                               2
                               2
                               1
                              22
 2
 5
 3
 2
 2
 1
 2
 2
 1
20
Douglas Fir
kg/ha
3
6
3
2
2
2
1
1
2
1
1
Ib/acre
3
5
3
2
2
2
1
1
2
1
1
Ponderosa Pine
kg/ha
4
4
3
3
2
2
1
1
1
1

Ib/acre
4
4
3
3
2
2
1
1
1
1

                                      Dry Sites
                                            Mountain Brush
                                            kg/ha   Ib/acre
26
23
26
23
                                     4
                                     3

                                     3
                                     3
                                     1
                                     2
                                     1
 1

 3


26
                                     4
                                     3

                                     3
                                     3
                                     1
                                     2
                                     1
 1

 3


23
£/  Totals of kilograms per hectare do not add because of rounding of small numbers.

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      IV.   GUIDELINES FOR SEDIMENT REDUCTION IN THE IDAHO BATHOLITH
           Guidelines  for  reducing  erosion along  forest  roads  include:

           1.   Locate  the  forest  road away from streams  and  on soils  and
 geologic materials that are  as stable as  possible.   This  presupposes the
 existence  of  a detailed soil and geologic map  preferably  coupled with an
 on-the-ground survey  prior to construction.

           2.   Keep road beds as  narrow as possible and  therefore the
 cuts  and fills at  a minimum  slope  gradient and minimum  volume,  respec-
 tively, for each road prism.

           3.   Collect soil samples and have  their fertility tested.

           4.   Plan the cut and fill  vegetation establishment  before  ac-
 tual  road  construction.   This planning should  include assured sources
 of  supplies of lime,  fertilizer, seeds, plants, mulches,  and  machinery
 or  manpower for application  and  planting.

           5.   Where possible and economical, strip the  topsoil  from  the
 construction  site  and stockpile  it for spreading on  the cut and fill
 slopes to  make a better plant environment  and  to preserve native seeds
 and plants.

           6.   When the final  grade of  the  cut  and fill  slopes have been
 established,  immediately  apply an  organic mulch of some suitable material
 to  protect the soil and provide additional needed surface treatment  such
 as  compaction with a  sheepsfoot roller, soil stabilizing  chemicals,  or
 other erosion-retarding methods.   Lime can be  added  on  bare soil or  on
 top of the mulch at any season except  when the surface  is frozen.

           7.  Apply the optimum amount and kind of fertilizer called for
 by  the soil test by spreading it on  bare soil  or on  top of  the mulch.
 Lime and fertilizer should not come  in contact with  each  other.

           8.  Apply seed or set plants, whatever species  are recommended,
at  the proper  season,  on bare soil or  through  the mulch.  Ponderosa pine
ceanothus,  elder,   sage,  willow,  and  elderberry are examples of recommended
 species to plant.

           9.  Inspect  the areas  at least once each season for the follow-
ing 2 years and replant  the spots where a good stand of plants does not
exist.
                                  144

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          10.  Provide for maintenance of road drainage structures to
assure proper operation over time.
                       V.  SOURCES OF ASSISTANCE
          The principal sources of assistance in stabilizing soils along
forest roads and other construction slopes in the Idaho Batholith include:

          Boise National Forest
          1075 Park Boulevard
          Boise, Idaho  83706
          208-342-2711

          Intermountain Forest and Range Experiment Station
          Forestry Sciences Laboratory
          P.O. Box 469
          1221 South Main Street
          Moscow, Idaho  83843
          208-882-3557

          Intermountain Forest and Range Experiment Station
          Headquarters
          507 25th Street
          Ogden, Utah  84401
          801-399-6361

          Intermountain Forest and Range Experiment Station
          Research Work Unit
          360 East Myrtle Street
          Boise, Idaho  83706
          208-342-2711

          Payette National Forest
          Forest Service Building
          McCall, Idaho  83638
          208-634-2255

          State of Idaho Transportation Department
          Division of Highways
          P.O. Box 7129
          Boise, Idaho  83707
                                  145

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                      VI.   ADDITIONAL REFERENCES
Clayton, J. L., "Clay Mineralogy of Soils in the Idaho Batholith,"
  logical Society of America Bulletin. 85j 229-232,  February 1974.

Clayton, J. L., and J. F. Arnold, "Practical Grain Size, Fracturing Den-
  sity and Weathering Classification of Intrusive Rocks of the Idaho
  Batholith,11  Intertnountain Forest and Range Experiment Station, General
  Technical Report INT-2, U.S. Forest Service, 17 pages, October 1972.

Clayton, J. L., and C. E. Jensen,  "Water  Retention of Granitic Soils  in
   the Idaho Batholith,"  Intermountain Forest and Range Experiment  Station
   Research Paper  INT-143, U.S.  Forest Service,  20 pages (1973).

 Foiles, M. W., and J. D. Curtis, "Regeneration of  Ponderosa Pine  in the
   Northern Rocky Mountain—Intermountain Region,"  USDA Forest Service
   Research Paper INT-145, 44 pages (1973).

 Lowman, B., D. McKenzie, and D. Halltnan, "Investigation of Selected Prob-
   lems in Range Habitat Improvement," Range Ecosystems Improvement Prac-
   tices, USDA Forest Service, ED and T 2358, 45 pages  (1974).

 Meeuwig,  R. 0.,  "Soil Stability on High  Elevation Rangeland in the Inter-
   mountain Area," Intermountain Forest and Range Experiment Station  Re-
   search  Paper INT-94,  U.S.  Forest Service, 10 pages,  May  1971.

 Megahan,  W. F.,  "Logging,  Erosion, Sedimentation—Are They Dirty  Words?,"
   Journal of  Forestry.  70(7),  July 1972.

 Megahan,  W.  F.,  "Role of Bedrock in  Watershed Management," Proceedings,
    Irrigation and Drainage  Division  Specialty Conference,  American Society
    of Civil Engineers, Fort Collins,  Colorado, 22-24 April 1973.

  Megahan,  W.  F.,  "Erosion Over Time on Severely Disturbed Granitic Soils:
    A Model," Intermountain Forest and Range Experiment Station Research
    Paper INT-156, U.S. Forest Service,  14 pages (1974).

  Megahan, W.  F., "Sedimentation in Relation to Logging Activities in the
    Mountains  of Central Idaho," Proceedings.  Sediment  Yield Workshop,
    Oxford, Mississippi, 28-30 November 1972.   (In press 1974).
                                     146

-------
Nelson, D.  0.,  J.  F. Arnold, and W. J. Lelghty,  "Soil  Survey of  the Mid-
  dle  Fork  Payette River Area,  Idaho," U.S. Department of Agriculture,
  U.S. Forest Service,  in cooperation with  the Soil Conservation Service,
  and  the Idaho Agricultural Experiment  Station  (University of Idaho),
  247  pages mimeographed  (1969).

Packer, P.  E.,  "Criteria for Designing and  Locating Logging Roads to Con-
  trol Sediment,"  Forest Science.  13(1):2-18, March 1967.

Packer, P.  E.,  and H. F. Haupt, "The Influence of Roads on Water Quality
  Characteristics," Proceedings. Society of American Foresters,  Detroit,
  Michigan, pp. 112-115 (1965).

Pflater, R. D., R.  Steele, R. A. Ryker, and J. A. Kittarns, "Preliminary
  Forest Habitat Types of the Boise and  Payette National Forests," Inter-
  mountain  Forest  and Range Experiment Station (RWU-1205 and RWU-1651),
  and Region 4, U.S. Forest Service, 61 pages, May 1973.

"Soil Management Report, Garden Valley Ranger District, Boise National
  Forest,"  (Emmett  Ranger District was organized mostly from the Garden
  Valley Ranger District), 116 pages, undated.

"Technical  Standards and Specifications—Critical Area Planting," Idaho
  USDA Soil Conservation Service, 3 pages (1971).

"Water Quality Protection Guide—Logging Roads," U.S. Environmental Pro-
  tection Agency,  Region 10, 1200 Sixth Avenue, Seattle, Washington 98101
  (Draft), August  1974.

Wendt, G. E., D. B. Layton, and E. N. Dean, "Soil-Hydrologic Reconnais-
  sance Survey, Emmett Ranger District, Boise National Forest," June 1973.
                                   147

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                              NEW MEXICO


                                                                  Page

Summary	   149

I.        Introduction	   149

          A.  Background	   149
          B.  The Demonstration Area	   150
          C.  The Demonstration Site	   152
          D.  Climate and Plant Environment  	   152

II.       Soils and Underlying Geologic Materials  	   154

III.      Establishing Vegetation  	   156

          A.  Plant Selection	   156
          B.  Seedbed Preparation  	   158
          C.  Fertilizing	   159
          D.  Seeding	   159
          E.  Mulching	   159
          F.  Irrigation	   160
          G.  Evaluation	   160

IV.       Maintenance	   161

V.        Analysis and Conclusions	   162

VI.       Further Resource Information	   164

VII.      Additional  References 	   166

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                NEW MEXICO—DEMONSTRATION AREA NUMBER 3

   TWELVE MILES OF ROADSIDE REVEGETATION ALONG THE LORDSBURG BYPASS


                                Summary
          Establishment of vegetation on 162 ha (400 acres) along 19 km
(12 miles) of Lordsburg Bypass Highway in Hidalgo County in southwestern
New Mexico may be considered typical of the Southern Desert.  The prin-
cipal constraint was low annual rainfall, which averaged slightly less
than 25 cm (10 in.).  A second constraint was poor rainfall distribution,
April and May receiving less than adequate rainfall for the growth of
vegetation.  The deficiency must be made up by moisture stored in the
soil.  The soil was fine-textured and typicl of the Great Group of
Haplargids (dry soils).  The seeding date considered ideal was June
because this precedes the 3-month period when half of the annual rain-
fall is received.  A seedbed should be prepared to a depth of 15 to
20 cm (6 to 8 in.) to assure rapid moisture infiltration and adequate
storage.  Mulching with wild, long, grass hay cut into the seedbed
with a dull disk set flat is necessary after seeding.  Soil nutrient
testing is now recommended but was not practiced when the lordsburg
Bypass was fertilized with nitrogen and phosphorus.  The five grasses
and one shrub that were successfully seeded are all native to the
Southern Desert.  Irrigation at the rate of 2.5 cm (1 in.) a week for
7 weeks was necessary to assure successful seedling establishment.
                           I.  INTRODUCTION
A.  Background

          New Mexico is located in the southeastern part of the Southern
Desert.  Other States that are partially in the Southern Desert are Texas,
Arizona, California, Nevada, and Utah.  Population density is low in all
desert areas, and in New Mexico it is three persons per square kilometer
(eight persons per square mile).  In  the Southern Desert there is a fra-
gile balance among sparse vegetation, highly erodible soils, and intense
rainfall.
                                   149

-------
          Land use in New Mexico includes  rangeland - 757.;  forest - 197.;
cropland - 5%; and pasture and other uses  -  17..

          Pursuant to Section 204(e) of Public Law 92-500,  and at the
request of the U.S. Environmental  Protection Agency, the New Mexico
State Highway Department—  has prepared an interim draft on an erosion
abatement plan that includes the following provisions:

          1.  "All waterways resulting from  construction activities
shall carry water with a nonerosive maximum  velocity of 2-1/2 ft/sec
(0.76 m/sec).  Such a criterion permits the  successful establishment
of vegetation in water channels."

          2.  "Raw soil surfaces shall be  protected as soon as an area
of 20 x 1,320 ft (6.1 x 402 m) is  exposed.   This protection shall con-
sist of an approved mulch material if the  final grade has not been at-
tained, or a permanent seeding of  an approved seeding mixture if the
final grade has been achieved."

          3.  "Immediately following the completion of grading operations,
the following procedures shall be  performed:  ripping the soil to a
depth of 6 to 8 in. (15 to 20 cm), fertilizing according to the terms
of the contract, seeding of the approved mixture, and applying the rec-
ommended amount and kind of mulch."
B.  The Demonstration Area

          The demonstration area is Hidalgo County which is located in
southwestern New Mexico (Figure 33).  Elevations in the county are gen-
erally between 1,219 m (A,000 ft) and 1,524 m (5,000 ft), with two moun-
tain peaks reaching about 2,591 m (8,500 ft).  Most of the county has
only interior drainage, i.e., water flows into closed basins  (playas).^
_!/  New Mexico State Highway Department, "Erosion Abatement Plan:  Ero-
      sion Control Policy and Guidelines," Interim Draft of Multidisci-
      plinary Committee, 26 pages, 22 November 1974.
21  New Mexico State University, "Soil Associations and Land Classifica-
      tion for Irrigation, Hidalgo County," New Mexico State University
      in cooperation with the Water Resources Research Institute and the
      Soil Conservation Service, Research Report 177, Las Cruces, New
      Mexico, 29 pages, August 1970.
                                   150

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Figure 33 - Map of New Mexico Showing the Location of Hidalgo County,
        the Demonstration Area, and the Demonstration Site at
          Lordsburg, Shown by a Circle, in the Northeastern
                         Part of the County
                                151

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C.  The Demonstration Site

          The demonstration site is a 19-km (12-mile) strip of roadside
along the Lordsburg Bypass, a part of Interstate 10 from Tuson, Arizona,
to Las Cruces, New Mexico, and El Paso, Texas.  The elevation is approxi-
mately 1,294 m (4,245 ft).  All road cuts, fills, and medians were seeded
to a permanent mixture of grasses during 1967, 1973, and 1974.  In addi-
tion, 10 ha (25 acres) of the east section was overseeded with four-wing
saltbush.

          The 162 ha (400 acres) of exposed soils along the 19-km (12-
mile) bypass comprised 65 ha (160 acres) of cut slopes, 61 ha (150 acres)
of fill slopes, and 36 ha (90 acres) of medians.  Since the bypass was
mostly in an east-west direction, most of the slopes faced either north
or south.  The slopes had a maximum height of 7.6 m (25 ft) and a maxi-
mum grade of 3:1.  The most common slope was 1.5 m (5 ft) in vertical
height on a 6:1 grade.
D.  Climate and Plant Environment

          In the Southern Desert, precipitation and its distribution
are the dominant factors controlling the choice of grasses for seeding
on disturbed soils (Figure 34).I/  Grasses that perform at their opti-
mum when winter moisture is dominant are:  crested wheatgrass, Siberian
wheatgrass, and pubescent wheatgrass.  Species that grow least with
summer moisture are:  Russian wildrye, Lehtnann lovegrass, weeping love-
grass, sideoats gramagrass, and black gramagrass.  Three grasses per-
form at their optimum in a moisture regime when either winter or summer
rainfall is dominant:  big bluegrass, hard fescuegrass and orchardgrass.

          The climate of Hidalgo County is continental, arid to semi-
arid, and with large differences in temperatures day-to-night and
season-to-season.  The county averages 28 cm (11 in.) of annual pre-
cipitation, and the range is from about 23 to 51 cm (9 to 20 in.),
varying directly with elevation.
If  Currier, W. F., "Basic Principles of Seeding Critical Areas," Pro-
      ceedings . Critical Area Stabilization Workship, Report 7, New
      Mexico Inter-Agency Range Committee, Albuquerque, New Mexico,
      pp. 106-111, 27-29 April 1971.
                                  152

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                              AVERAGE ANNUAL PERCIPITATION

Centimeters
Inches
Crested
Wheatgrass
Siberian
Wheatgrasi
Pubescent
Wheatgrass
Big
Bluegrau
Russian
Wildrye
Hard
Fescuegrass
Orchardgrass
Lehmann
Lovegrau
Weeping
Lovegrasi
Sideoats
Gramagrau
Black
Gramagrass
Winter Moisture Dominant
Under 23
Under 9

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   LEGEND
          Below Optimum Performance
        :^j Optimum Performance
          Out Performed by Other Species
Figure  34 - Annual and Seasonal Precipitation Determine the Choice of Grass
                     Species to Seed on Disturbed Soils
                                      153

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           At the Lordsburg demonstration site,  the annual rainfall aver-
 ages 24.84 cm (9.78 in.).  Half of the annual precipitation is received
 during July, August, and September.  This means that seeding dates must
 be adjusted to take advantage of this water (Figure 35).   Rainfall dur-
 ing other months varies from 0.53 cm (0.21 in.) in May to 2.21 cm (0.87
 in.) in October.  With the general assumption that grasses need at least
 0.5 cm (0.2 in.) of vater every 2 weeks, moisture stress  is experienced
 in the average year during the months of April, May, and  June.

           At Lordsburg, there is a freeze-free  period of  215 days, nor-
 mally from 3 April to 4 November.  Mean daily temperatures reach a high
 of 28°C (82°F) in July and a low of 6°C (43°F)  in December and January.

           Relative humidity is the lowest in April and May when the rain-
 fall also is lowest.  During these months, morning readings are about  40%,
 dropping to 20% in the midafternoon.   During the other 10 months,  the
 readings are 65 to 35%, in morning and afternoon,  respectively.

           Winds are predominantly from the southwest and  are mostly under
 40 km/hr (25 mph).  Again, spring winds are the strongest and fall winds
 are the lightest.

           Sunshine averages 85% of the possible,  or 3,700 hr/year.  Evap-
 oration from an open water surface is 234 cm (92  in.)  a year,  9.4  times
 the annual rainfall.

           At the Lordsburg demonstration site,  available  water is  the
 principal deterrent  to the establishment and maintenance  of vegetation,
 especially on soils  disturbed  by construction activities.   The two most
 critical  months are April and  May,  during which time the  rainfall  is
 least,  the relative  humidity is lowest,  and  the wind speeds are high-
 est.  The net result  is moisture stress  for  plants  caused by a limited
 supply  of water in the soil and very  high rates of  transpiration and
 evaporation.
             II.  SOILS AND UNDERLYING GEOLOGIC MATERIALS
          The predominant soil series on the Lordsburg Bypass is Tres
Hermanos, a Typic Haplargids (dry soils), fine-loamy texture, mixed
mineralogy, and thermic temperature regime.  The Haplargids Great
Group of soils is extensive, comprising 685,000 km2 (264,000 miles2)
and 7.48% of the land area of the United States.
                                  154

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01
                    10.2
                     8.1
                 - 15.0
                   v
                   U
                     2.5
                                                         Mean Annual = 24.8cm (9.78 in.)
                                                         July, Aug.,  Sept. s 12.4cm  (4.9 in.)
Recommended
Date to Drill
Seed
                                   _L
 JL
JL
_L
_L
JL
J.
J
                            Jan    Feb   Mar   Apr   May   June   July   Aug  Sept   Oct  Nov  Dec
                                                        MONTH
           Figure 35 - Mean Monthly Precipitation for Lordsburg,  Nev Mexico (southern desert area)
                   in Relation to the Recommended Date to Drill Seed on  Construction Sites

-------
          Tres Hermanos soils occur on slopes of 0 to 5%.  The surface
 is  typically a light brown gravelly sandy clay loam over a reddish-
 brown  gravelly clay loam  subsoil  that is very high in lime.  Below the
 subsoil  is a pinkish-white limey, very gravelly loam.

          The eastern and western sections of the Lordsburg Bypass have
 stony  clay surface soils; whereas, the texture of the surface of the
 central  section is a gravelly clay loam.  The soils are generally about
 1.5 ra  (5 ft) deep, below which is weathered and partially disintegrated
 granitic bedrock.
                     Ill,  ESTABLISHING VEGETATION
A.  Plant  Selection

           The adaptability  of  selected grass species  to soil textural
classes  in the  Southern Desert is portrayed in Figure 36.JL'  From this
figure,  the conclusion can  be  drawn  that optimum growth of Siberian
wheatgrass and  black gramagrass will occur on sand soils.  On loam soils,
optimum  growth  can be expected from  crested wheatgrass, Siberian wheat-
grass, pubescent wheatgrass, black gramagrass, and sideoats gramagrass.
Three grasses,  pubescent wheatgrass, western wheatgrass, and sideoats
gramagrass attain optimum growth on  clay soils.

           The plants selected  for seeding on the Lordsburg Bypass were
those native species of known  origin that had performed satisfactorily
during previous years at similar locations.  No exotic species were se-
lected.  The seeding mixture used on all areas, the origin of the seed,
and the  pounds  per acre in  the mixture were as follows:
I/  Currier, W. F., "Basic Principles of Seeding Critical Areas," Pro-
      ceedings. Critical Area Stabilization Workshop, Report 7, New
      Mexico Inter-Agency Range Committee, Albuquerque, New Mexico,
      pp. 106-111, 27-29 April 1971.
                                   156

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                                                      SOIL TEXTURAL CLASSES
in
                      Crested
                      Wheatgrass
                      Siberian
                      Wheatgrass
                     Pubescent
                     Wheatgrass
                     Western
                     Wheatgrass
                     Black
                     Gramagrass
                     Sideoats
                     Gramagrass
                    LEGEND

                            Below Optimum Performance

                            Optimum Performance

                            Out Performed by Other Species
             Figure 36 - Adaptability of Some Grass  Species  to  Soil Texture  in  the  Southern Desert

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                                                    Seeding Amounts
                                                kg of live    Ib of live
      Species                 Origin             seed/ha      seed/acre

Sideoats Gramagrass    Vaughn, New Mexico          5.6           5.0
Blue Gramagrass        Lovington, New Mexico       2.2           2.0
Black Gramagrass       Marfa, Texas                2.2           2.0
Lehmann Lovegrass      New Mexico                  2.2           2.0
Alkali Sacaton         Arizona                     1.1           1.0

  Total                                           13.4          12.0
          In addition, four-wing saltbush was overseeded on the eastern
area at the amount of 4.5 kg of live seed per hectare (4 Ib of live seed
per acre).
B.  Seedbed Preparation

          Seedbed preparation on the Lordsburg Bypass was the same as
that specified by the New Mexico State Highway Department!'  as follows:

          "The seedbed shall be prepared to a minimum depth of 10 cm
          (4 in.) [in 1974 changed to 15 to 20 cm (6 to 8 in.)] by
          tilling with a disc harrow or chiseling toots.  All competi-
          tive vegetation shall be uprooted during seedbed preparation
          and the soil shall be uniformly worked to a smooth firm sur-
          face free of clods, large stones of over 10 cm (4 in.) in
          any dimension or other foreign material that would interfere
          with seeding equipment.

          "All tillage must be performed across the slope when practi-
          cal.  No work shall be done when the moisture content of the
          soil is unfavorable or the ground is otherwise in a nontill-
          able condition.

          "The extent of seedbed preparation shall not exceed the area
          on which the entire seeding operation can be applied to such
          prepared seedbed within a 24-hr period."
    New Mexico State Highway Department,  Supplemental Specifications for
      Seeding, Section 771,  Revised 28 November 1972.
                                  158

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C.  Fertilising

          The Lordsburg Bypass demonstration site was uniformly fer-
tilized by drilling to a depth of 1.3 cm (1/2 in.), 224 kg/ha (200
Ib/acre) of 16-20-0.  No soil testing for determining the fertilizer
needs of the soil was performed, although it is now a recommended
practice.
D.  Seeding

          The seeding mixture of the five grasses was drilled to a
depth of 1.3 cm (1/2 in.).  On the upper part of the steeper slopes,
the mixture was broadcast and harrowed into the soil.  The seeds of
four-wing saltbush also were drilled over the established stand of
grasses.  The dates of seeding varied between 15 June to 15 September,
although the month of June is considered the best seeding period.
Dry-seeding in June permits the seeds to utilize the higher rainfall
during the months of July, August, and September, and a long growing
temperature before frost.
E.  Mulching

          Grass hay mulch, 5.6 mt/ha  (2-1/2 tons/acre), was anchored
into the soil by spreading and then running a dull disk over the hay.
The disk was set flat so as not to throw any soil.

          Specifications on mul-ch by  the New Mexico Highway Department
are as  follows:

          "Hay Mulch.  Perennial native or introduced grasses of fine-
          stemmed varieties shall be  used.  At  least 65% of the herbage
          by weight of each bale of hay must be 25 cm  (10  in.) in  length
          or longer.  Hay with noxious seed or  plants will not be  ac-
          ceptable.  Rotted, brittle, or molded hay will not be accept-
          able.  Marsh grass or prairie hay composed of native grass
          of species to be seeded will be acceptable.  Tall wheat  grass
          intermediate wheat grass, switch grass or orchard hay will be
          acceptable if cut prior to  seed formation.  Marsh grass  hay
          shall be composed of mid and tall native, usually tough  and
          wiry grass and grass-like plants found in the lowland areas
          within the Rocky Mountain Region."
                                   159

-------
           "Wood Fiber Mulch.  Mulch shall be produced from Aspen wood
           and shall be 0.06 cm (0.024 in.) by 0.08 cm (0.030 in.),
           plus or minus 307. and a minimum of 657. of the fibers shall
           be 25 cm (10 in.) or longer in length.  The material shall
           be air dried to a maximum 187. moisture content at the time
           of shipping, and free of mold or fungus."
 F.  Irrigation

           The seeding at Lordsburg Bypass was irrigated at the rate of
 2.5 cm (1 in.) per acre or water volume amounting to 102 m^ (27,100 gal.)
 each week for a period of 7 weeks, starting immediately after seeding and
 mulching.
 G.   Evaluation

           In August  of 1974,  an evaluation of the mean density of all
 seedings  on the  160  ha (400 acres) was made with the use of a square
 metal  frame.   The  frame was tossed 150 times over the entire grass
 seeding and 30 times over  the seeding of four-wing  saltbush.  The
 mean densities were  as follows:
                                 	Mean Density	
     Species                     plants/in^                 plants/ft2

Grasses
Sideoats Gramagrass                 64                        6.0
Lehmann Gramagrass                  32                        3.0
Blue Gramagrass                     16                        1.5
Black Gramagrass                     9                        0.8
Alkali Sacaton                      _£                        0.5

  Total                            116                       11.8

Shrubs
Four-Wing Saltbush                  32                        3.0
          The density of the vegetation was judged satisfactory for con-
trolling soil erosion and sediment runoff.
                                  160

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                           IV.  MAINTENANCE
          An herbicide, Bromoxynil, has been used with success to con-
trol Russian thistle and kochia on highway slopes, especially on slopes
that are too long and steep to mow.—'

          Mowing is an alternative to the use of an herbicide to control
weed species.  Mowing height controls, however, are important to prevent
excessive weakening of the established grasses.—'  Recommended minimum
mowing heights of common grasses planted on roadsides are:
                                           Minimum Mowing Height
       Species                          cm                      in,

Western Wheatgrass                      11                     4-1/2
Little Bluestem                         11                     4-1/2
Arizona Fescuegrass                      8                     3
Sand Dropseed                            8                     3
Sideoats Gramagrass                      4                     1-3/4
Black Gramagrass                         4                     1-3/4
Alkali Sacaton                           4                     1-1/2
Buffalograss                             4                     1-1/2
Blue Gramagrass                          3                     1-1/4
\l  Brammer, R. L., M. A. Fleig, and R. G. Lohmiller, "Highlights from
      Progress Reports on Herbicides Testing  for Weed Control Along
      Highway Rights-of-Way, and Recommended Methods and Materials,"
      New Mexico State Highway Department and Soil Conservation Ser-
      vice, USDA,  12 pages  (undated).
21  Fleigh, M., "Mechanical Vegetation Control and Maintenance," Pro-
      ceedings . Critical Area Stabilization Workshop, New Mexico Inter-
      Agency Range Committee, Albuquerque, New Mexico,  pp.  185-187,
      27-29 April  1971.
                                   161

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                     V.  ANALYSIS AND CONCLUSIONS
          Soils of the Southern Desert are difficult to vegetate pri-
marily because of water stress.  Low rainfall creates special problems
in relation to cultural practices such as depth of seedbed preparation,
geographic source of seed fertilization, seeding rate, mulching, and
irrigation.

          In general, the lower the annual rainfall in an area, the larg-
er is the percentage that comes as high intensity thunderstorms.  In such
areas of low total rainfall, all of the water should he encouraged to in-
filtrate the soil.  Practices to encourage more and faster infiltration
include a dense mulch and a deep rootbed.  At least 4.5 mt/ha  (2 tons/
acre) of long grass hay and a rootbed loosened to a depth of 15 to 20 cm
(6 to 8 in.), should be adequate.

          Fertilizers have been accused of killing small seedlings when
moisture is limited.  An experiment to test this hypothesis was reported
by Williams.!/

          A greenhouse pot test with German millet and mohave sandy loam
tested the foregoing hypothesis.  This soil belongs to the same soil fam-
ily as the Tres Hermanos series on the Lordsburg Bypass demonstration site.
The results are summarized by the author as follows:

          "Germination of black gramagrass was increased by fertilizer
          treatments.  The only treatment which decreased germination
          was the phosphorus alone which decreased side-oats gramagrass
          germination significantly.  This decrease was not apparent
          when nitrogen was combined with phosphorus.  Fertilizing
          mohave sandy loam soil with the levels of fertilizer used
          in this experiment should not inhibit germination.

          "No significant increase was found in the number of leaves
          per plant due to fertilizer treatment.
I/  Williams, B. C., "Fertility Status of Fifteen New Mexico Soil Types,"
      New Mexico State University Agricultural Experiment Station Bulle-
      tin No. 445,  18 pages (1960).
                                  162

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          "The nitrogen level was too low to give a significant  response
          alone when measured by increase in leaf length and oven dry
          weight for black gramagrass and side-oats gramagrass.   Nitro-
          gen showed a significant influence on growth rate of galleta
          when used alone.

          "Phosphorus alone significantly influenced the growth  rate of
          all three species, except for the oven dry weight of galleta.

          "The interaction of nitrogen and phosphorus gave significantly
          greater response in rate of plant growth for all species.

          "Low levels of nitrogen and phosphorus fertilizer should be
          beneficial in improving seedling establishment on tnohave
          sandy loam."

          There was no soil testing on the Lordsburg Bypass but  the High-
way Department is convinced of its necessity.  As a rule-of-thumb, sand
soils should have 67 kg/ha (60 Ib/acre) of nitrogen (N) fertilizer, clay
soils 101 kg/ha (90 Ib/acre), and both soils 56 kg/ha (50 Ib/acre) of
phosphorus (P205) fertilizer to assure satisfactory growth of vegetation.

          On slopes not mowed, woody plants such as four-wing saltbush,
are recommended.  Some native woody and herbaceous plants were removed
from wild areas and transplanted to roadside slopes.  Nursery grown
shrubs, trees, and vines were grown in plastic tubes and transplanted
with success.

          Hydroseeding has been tried, but it does not produce satisfac-
tory results in areas receiving less than 46 cm  (18 in.) of annual pre-
cipitation.  In New Mexico, only a few mountainous areas receive  this
much precipitation.

          Because of the  severe moisture stresses which are always pre-
sent in Southern Desert soils, all plant species seeded or planted should
be those  that have been previously tested under  similar low rainfall con-
ditions.  In this regard, the New Mexico State Highway Department has
been cooperating since 1966 with the Soil Conservation Service and the
New Mexico State University in the collecting of seed and the testing
of plant  species at the Plant Materials Center at Los Lunas, New Mexico.
The problem of satisfying all agencies on the selection of  species is
summarized as follows:  The State Game Department does not want a spe-
cies palatable to deer and elk; ranchers want a  species highly palatable
                                  163

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to domestic livestock; farmers do not want a "weed" species; but the
State Highway Department wants anything that will grow and hold the
soil in place.

          Topsoiling in New Mexico is not a common practice because of
the thinness of the existing topsoil.  On the Lordsburg Bypass, no top-
soiling was done for this reason.  A modification of texture (plating)
is practiced in the State, but it was not necessary on the Lordsburg
Bypass.  This practice of texture modification is common on very fine
textured clays (on which sand is plated) and coarse textured sands (on
which clay is plated).

          Chemical polymers were tried in New Mexico, but they could not
compete in price or effectiveness with long hay mulch in assisting in
vegetation establishment.

          The ideal planting date is June, immediately prior to the 3
months during which half of the annual rainfall is received.  Seedings
made before June may germinate and die for lack of moisture.
                   VI.  FURTHER RESOURCE INFORMATION
          The principal source of further information on establishing and
maintaining vegetation on soils disturbed by construction activities is
the New Mexico Inter-Agency Range Committee.  Membership comprises offi-
cials from:  the U.S. Agricultural Research Service, U.S. Agricultural
Stabilization and Conservation Service, U.S. Bureau of Indian Affairs;
U.S. Bureau of Land Management; U.S. Forest Service; U.S. Soil Conserva-
tion Service; New Mexico Grass Seed Growers and Dealers; New Mexico Crop
Improvement Association; New Mexico Game and Fish Department; New Mexico
Property Appraisers Department; New Mexico State Land Office; New Mexico
State University Agricultural Services (specialists in range science,
animal science, and soil science); New Mexico State Highway Department;
and private ranchers.  For published information, contact:

          Agricultural Research Service
          U.S. Department of Agriculture
          P.O. Box 698
          Las Cruces, New Mexico  88001
                                  164

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County Extension Agent
Box 280
Lordsburg, New Mexico  88045

Department of State Forestry
P.O. Box 2167
Santa Pe, New Mexico  87501
505-827-2312

Environmental Improvement Agency
P.O. Box 2348
Santa Fe, New Mexico  87501
505-827-2473

Extension  Service
New Mexico State University
Las Cruces, New Mexico  88003
505-646-1806

New Mexico Association of  Soil and Water
  Conservation Districts
Department of Agriculture
P.O. Box 3189
Las Cruces, New Mexico  88003
505-646-3007

New Mexico Conservation Coordinating Council
P.O. Box 142
Albuquerque, New Mexico   87103  or

Larry  T. Caudill,  President
 915 Washington Street,  S.E.
Albuquerque, New Mexico   87108

 Soil Conservation  Service
 517  Gold Avenue,  S.W.
P.O. Box 2007
Albuquerque, New Mexico  87101

 State  Department  of Agriculture
 P.O.  Box 3189
Las  Cruces,  New Mexico  88003
 505-646-3007
                         165

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          State Highway Department
          Santa Fe, New Mexico  87501

          State Natural Resource Conservation Commission
          321 West San Francisco Street
          Santa Fe, New Mexico  87501
          505-646-1806

          U.S. Forest Service
          519 Gold Avenue, S.W.
          Albuquerque, New Mexico  87101
                      VII.  ADDITIONAL REFERENCES
Aldon, E. F., "Revegetating Disturbed Areas in the Semiarid Southwest,"
  Journal of Soil and Water Conservation, pp. 223-225, September/October
  1973.

"Critical Area Stabilization in New Mexico," Recommendations prepared at
  the 27-29 April 1971 Critical Area Stabilization Workshop, sponsored
  by the New Mexico Inter-Agency Range Committee, Report No. 7, January
  1973, 44 pages, U.S. Department of Agriculture, P.O. Box 698, Las
  Cruces, New Mexico  88001.

"New Mexico Conservation Needs Inventory," Statistical Report, 1966-1967
  Inventory, Joint Federal-State Study,  289 pages, January 1970.

"Planting for Wildlands and Erosion Control," University of Nevada, Cir-
  cular, C108, 24 pages (1970).

Quimby, C. P., "Use of Chemicals in Maintenance  of Established Vegetation,"
  Proceedings, Inter-Agency Range Committee, Albuquerque, New Mexico, pp.
  174-184, 27-29 April 1971.

"Seeding Nonirrigated Lands in New Mexico," New  Mexico Inter-Agency Range
  Committee, Report No. 10, 95 pages, February 1973.
                                  166

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                                  COLORADO


                                                                    Page

 Summary  .....................  .......    16?

 I.        Introduction ...............  .  .....    16?

 II.       Establishing Vegetation ...............
 III.       Suggestions on Future Revegetation
           A.  Management Prior to Revegetation . . . ......   159
           B.  Seeding .....................   169
           C.  Revegetation Results ............. , .
          A.   Seeding Operations	    173
          B.   Species	    173
          C.   Hilching	    174
          D.   Maintenance Fertilization  	    174

IV.       Sources of  Information	    174

V.        Additional  References  ,	    175

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                    COLORADO—DEMONSTRATION AREA NUMBER 4

           REVEGETATION OF CUT AND FILL SLOPES ON THE FRONT RANGE
                           OF THE ROCKY MOUNTAINS
                                   Summary
             Cut and fill slopes on an 8-mile section of Interstate  70,
  west  of Denver,  in the Rocky Mountains,  were  vegetated satisfactorily.
  Annual  rainfall  averages  43  cm (17  in.);  the  soil  is  mostly shallow
  gravelly loam over granite.   The areas to be  seeded were topsoiled,
  fertilized, and  seeded.  A wood  fiber mulch was used  to control ero-
  sion.  All seeding and mulching  were completed in  1971 and evaluated
  in the  fall of 1974.   Regardless of slope aspect,  some long, steep
  slopes had thin ground cover, and erosion rills resulted.  Vegetation
  on fill slopes was  superior  to that on cut slopes.  Crested wheatgrass
  dominated the cover, followed by  intermediate wheatgrass and smooth
  bromegrass.
                             I.  INTRODUCTION
           Extremely coarse-textured  infertile substratum has  been a
 long-recognized problem  in revegetation  of  disturbed construction
 sites within the  front range of  the  Rocky Mountains.  Even after dec-
 ades, only sparse vegetation has been established on steep south-facing
 cuts into substratum of disintegrated granite, gneiss and schist.  Seed-
 ing alone has been an unsuccessful revegetation practice.  The combina-
 tion of seeding and fertilization has also generally been unsuccessful—
 in some places because the soil materials are too coarse and droughty,
 and in other places because the continuing need for nitrogen fertiliza-
 tion of the  Infertile substratum was  not recognized, or because a fer-
 tility maintenance program was  not  followed  because it  was considered
 economically unfeasible.

          These problems  were recognized  by  the Colorado Highway Depart-
ment when planning  for the revegetation of cut and fill slopes on Inter-
state Highway 70 west of Denver.  The key to the successful revegetation
program on 1-70 in this area was found to be the replacement of topsoil
which has been salvaged from scalped areas.
                                 167

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          A 13-km (8-mile) section o£ 1-70, beginning 17 km (11 miles)
west of Denver (Exit 54A) and extending 13 ton (8 miles) east to Exit 58,
is used to illustrate the following discussion.
Site Description

          In  this area of hilly to steep topography, the elevation ranges
from 2,200  to 2,350 m  (7,200 to 7,700  ft).  The average annual precipita-
tion is 41  to 46 cm  (16 to  18 in.).  Bedrock is predominantly gneiss, al-
though some granite  is present.

          The soils  are gravelly  loams, shallow to moderately deep over
disintegrated rock and in some places  hard bedrock.  A published soil
survey of the area is  not available, but the dominant soil  series with-
in the area is similar to the Stecum series in the Soil Great Group of
Cryorthent. described  for the Trout Creek area 130 km (80 miles) to the
southeast.—'   This soil has about a 13-cm  (5-in.) surface horizon of a
brown gravelly loam  over a  subsurface  horizon about  30 cm  (12 in.) thick,
which is  considerably  lighter in  color and which may contain 50  to 70%
coarse  fragments.  At  depths below 43  cm  (17 in.) coarse disintegrated
rock and, in  places, bedrock are  encountered.  Vegetation  on this  soil
is visually dominated  by  scattered ponderosa pine and the  shrub  moun-
 tain mahogany.  The  dominant grasses are mountain muhly, needle-and-
thread,  blue  gramagrass,  and western wheatgrass.

           Associated with the  relatively  shallow soil are  areas  having
deeper soils.  In the  swales and  on  gentler slopes  a soil  similar to
 the Bassel series (Argicryoboroll)  supports vegetation  dominated by
 ponderosa pine, Kentucky  bluegrass,  and western wheatgrass.  On  steep
 north-facing slopes with  vegetation  dominated  by Douglas fir,  a  soil
 similar to the Edloe series (Cryoboralf)  is found.

           These soils are slightly acid to neutral (pH 6 to 7)  in reac-
 tion and contain 3 to 4% organic matter in the surface horizons, 13 to
 20 cm (5 to  8 in.).  Organic matter decreases  sharply with depth.  Plant-
 available potassium is adequate;  phosphorus is usually adequate in the
 surface horizons and very deficient at greater depths.   All soils are
 very low in  soluble salts.
 I/  USDA, Forest Service and Soil Conservation Service, "Soil Survey
       Trout Creek Watershed Colorado," Series 1958, No. 5, 48 pages
       plus maps  (1961).
                                    168

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            The highway is  aligned  nearly east-west;  the cut and fill
  slopes within the  study area are  about  equally divided between south
  and north aspects.
                       II.  ESTABLISHING VEGETATION
  A.  Management Prior to Revegetation

            Topsoil was stripped from the portion of the right-of-way to
  be disturbed.  Soil depth stripped was 13 to 15 cm (5 to 6 in.) on the
  shallower soils to several feet in the swales and drainageways.  After
  the grade was completed, the cuts were topsoiled by hauling back the
  topsoil and placing it on the steep cuts (60 to 70% slopes) and a maxi-
  mum height of about 11 m (35 ft)  by use of a dragline.   Fills  were top-
  soiled  by dumping soil over the side.   Later investigation showed top-
  soil depths of 25 to 45 cm (10 to 18 in.)  near the bottom of the cuts
  and 15  cm (6 in.) and less near the top.   The topsoil depths were re-
  versed  on the fill slopes  and sometimes the topsoil did  not carry to
  the bottom (Figure 37).
 B.  Seeding

           Seeding of the eastern portion of the area was completed in
 the early spring of 1971, and the remainder was seeded in the fall of
 1971.  Seed was broadcast on the steep cut and fill areas with a hydro-
 seeder.  Leveler areas were drilled.  The following mixture was speci-
 fied in the seeding contract for the area:
                                                 Pure Live Seed
         Species

Crested Wheatgrass
Intermediate Wheatgrass
Western Wheatgrass
Smooth Bromegrass
Perennial Ryegrass
White Clover
Ponderosa Pine
kg/ha

5.5
3.3
6.7
3.3
6.7
2.2
0.55
Ib/acre

 5.0
 3.0
 6.0
 3.0
 6.0
 2.0
 0.5
                                  169

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Figure 37 - Bare and Barren Cut Slope on the Demonstration Area in the Rocky Mountains of Colorado.
   Erosion and sediment yield are high (Courtesy of William Berg, Colorado State University).

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          The area was mulched with wood fiber at a rate of about 1,700
kg/ha (1,500 Ib/acre) and fertilized at the rate of 55 kg N/ha (50 Ib
N/acre).

          Maintenance since seeding has been limited to mowing on the
road shoulders.  Landscaping was completed by transplanting ponderosa
pine up to about 6 m (20 ft) in height into selected settings on the
right-of-way.
C.  Revegetation Results

          Stands were evaluated in the fall of 1974.  Overall, the re-
vegetation results were rated as fair to good.  As expected in this
semiarid area, the north slopes have better stands than the south-facing
slopes.  Ground cover by living vegetation plus litter on south slopes
was estimated as ranging from 30 to 80%.  Rilling of the topsoil was
obvious on steep south slopes having the thinner ground cover.

          North slopes generally had 60 to 807, ground cover.  However,
several steep north slopes did not have this much cover and rills were
evident.

          The stands were dominated by crested wheatgrass which made up
an estimated 75 to 80% of the cover; intermediate wheatgrass, and to a
lesser extent, smooth bromegrass made up most of the rest of the cover.
Only scattered western wheatgrass and no perennial ryegrass was found.
White clover was found growing only on the road shoulders.

          Species that were not mentioned as being in the seeding mix
but that were found in scattered stands were sweetclover and slender
wheatgrass.  Several places on steep south slopes the naturalized win-
ter annual wheatgrass was growing in thick stands.  The only native
species that invaded a few of the thinner seeded stands was fringed
sage.

          Overall the vegetation has done a good job of controlling ero-
sion on fill slopes and a fair to good job on cut slopes  (Figure 38).
The vegetation on the cut and fill slopes of this section of 1-70 is in
sharp contrast to the nearly bare cuts left by prior highway construc-
tion.

          Some slips of topsoil down steep north slopes have occurred.
This might be avoided by thinner topsoil placement on sites that have
been roughened.
                                  171

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Ni


                                                                                        m
                                                                                        -~


                                                                                     .
                                                                                         "ri-':
                                                                                      .  , ••<»=*
                                                                               •
                                                                            t?'*'^ j>  A~-  '
                                                                            •  . ••   •..•>  ,2'
      Figure  38 -  Revegetated Cut Slope on 1-70,  70 Miles West of Denver,  Colorado.  Erosion and Sediment

                  Have Been Controlled (Courtesy  of William Berg, Colorado State University).

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               III.  SUGGESTIONS ON FUTURE REVEGETATION
A.  Seeding Operations

          Some stands are not as thick as the climate will apparently
support.  Broadcast seeding which must be used on the steep slopes has
definite limitations in a semiarid climate, especially if the soil sur-
face crusts before seeding.  This can be resolved on fill slopes by
scratching the surface with a chain harrow.  The topography and obstruc-
tion by trees above the cut slopes do not allow use of this implement.
It is suggested that seed be hand broadcast on freshly topsoiled cut
slopes daily as the topsoil is placed.  Early spring and late fall are
the preferred seeding times.  Late spring and summer seedings are usu-
ally failures.
B.  Species

          Crested wheatgrass is the dominant species that is selected
and seeded.  It is outstanding in its ability to establish and persist
in this semiarid climate.  However, it is a bunch grass that is highly
competitive  for moisture.  On south slopes it tends to form bunchy
stands which successfully prevent invasion by other perennial species.
Areas between bunches are subject to erosion.  Another problem with
crested wheatgrass in this area is that it starts growth very early in
spring and will green up again in the fall if moisture is adequate.
This somewhat unseasonable forage attracts deer, which can cause a traf-
fic hazard.

          It is difficult to leave this species out of the seeding mix-
ture, as it  is the one species that can be relied upon to become estab-
lished on the south-facing sites.  One should consider using it and
increasing the seeding rate of other species, particularly western wheat-
grass, specifically calling for the recently introduced "Arriba" western
wheatgrass selection from eastern Colorado.

          The mixture used on south-facing slopes could also be expanded
to include sideoats gramagrass and Indian ricegrass.  Kentucky bluegrass
should be included in the mix for north-facing  slopes.

          A  legume is needed in the mixtures.  White clover which was
used is not  adapted to the drier upland  sites.  Self-reseeding of the
biennial sweetclover is undependable, and this  species is overly com-
petitive the second growing season after seeding.  Alflfa will do well
                                   173

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on  the more moist  sites but is highly palatable to deer, which can pose
a traffic hazard.  This leaves cicer milkvetch as the only  legume which
one might seed  in  addition to white clover.  The seedling vigor of milk-
vetch is poor,  but this species spreads by sending out shoots, and a thin
initial stand can  thicken considerably.
C.  Mulching

          Straw or grass hay applied at the rate of 4,500 kg/ha (4,000
Ib/acre) is a better mulch for seedling establishment and erosion con-
trol than is wood fiber mulch.  The State highway department is now
using straw or hay mulches in preference to wood fiber.  Introduction
of unwanted seeds in straw or hay mulches has been a persistent problem,
however.
D.  Maintenance Fertilization

          Even with topsoiling and an initial application of nitrogen,
it is now evident (3 years later) that a deficiency of nitrogen is lira-
iting the formation of an erosion-retarding cover of living plants and
dead litter on some of the slopes.  An annual maintenance application
of 66 kg/ha (60 Ib/acre) of nitrogen (N) is suggested.  Maintenance
fertilization appears to be necessary, or the topsoil will be eroded.
                      IV.  SOURCES OF INFORMATION
          Agricultural Research Service,  USDA, Fort Collins

          Colorado Division of Wildlife
            Administrative Headquarters,  Denver
            Research Unit, Fort Collins

          Colorado Extension Service
            Jefferson County Agent,  Golden
            Specialists  in agronomy,  forestry, horticulture,  range and
              soils available in Fort Collins

          Colorado State Forest Service
            District Office,  Golden
            State  Office,  Fort  Collins
                                  174

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          Colorado  State Geological  Survey, Denver

          Colorado  State Highway Department, Denver

          Colorado  State University, Departments  of Agronomy, Earth Re-
            sources,  Forest Science, Horticulture, and  Range  Science,
            Fort Collins

          Forest Service,  USDA
            Supervisor's Office, Arapahoe National Forest,  Golden
            Regional  Office, Denver
            Rocky Mountain Experiment Station,  Fort Collins

          Geological  Survey, USDI, Denver

          Soil Conservation Service, USDA
            Work Unit Office, Jefferson County
            State Office,  Denver

          Note:  Many landscaping, nursery and seed-supplying firms are
located in the Denver area.  In addition, there are many private envir-
onmental consulting firms  and individuals available who vork out of
Denver and surrounding communities.


                       V.   ADDITIONAL REFERENCES
Berg, W. A., J. A. Brown, and R. L. Cuany, Co-chairman, Proceedings,
  Workshop on Revegetation of High-Altitude Disturbed Lands, Colorado
  State University Natural Resources Center, Information Series No. 10,
  87 pages (1974).

Hull, A. C., D. F. Hervey, C. W. Doran, and W. J. McGinnies, "Seeding
  Colorado Range Lands," Colorado State University Experiment Station,
  Bulletin No. 498-S, 46 pages  (1963).

Marr, J. W., "Ecosystems on the East Slope of the Front Range in Colorado,"
  University of Colorado Study  Series in Biology No. 8, 133 pages  (1961).

McGinnies, W. J., D. F. Hervey, J. A. Downs, and A. C. Everson, "A Sum-
  mary of Range Grass Seeding Trials in Colorado," Colorado State Uni-
  versity Experiment Station, Bulletin No. 73, 81 pages (1963).
                                  175

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                                 TEXAS


                                                                  Page

Summary	   177

I.        Introduction	   177

          A.  Demonstration Area	   180
          B.  Demonstration Site	   181
          C.  Weches Formation Description	   181

II.       Acidity and Plant Growth	   185

III.      Lime Requirement	   187

IV.       Details of Demonstration Site	   188

          A.  Introduction	   188
          B.  Lime lest Plots	   190

V.        Sources of Assistance	   194

VI.       Additional References	   195

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                  TEXAS--DEMONSTRATION AREA NIKBER 5

                       ROAD CUT IN EASTERN TEXAS


                                Summary
          A strongly acid Weches Formation rich in pyrite, on a deep road
cut in northeastern Texas, was topsoiled and planted to bermuda grass.  A
mulch sod was used.  This material is obtained by scooping soil and grass
to a depth of 6 in. and applying this mixture.  Most of the original plant-
ing in 1964 had failed by 1967 because of very strong acidity created by
the oxidation of the pyrite into sulfurlc acid.  Backfilling topsoil to a
depth of 20 cm (8 In.) did not correct the problem.  Variable rates of
ground limestone up to 112 mt/ha (50 tons/acre) were applied and again
cut slope was planted to bermuda grass.  One year after applying line,
soil pH values varied from 2.9 to 5.8 throughout the plant bed, and did
not reflect the amounts of lime added because of the natural variation
in the amount of pyrite.  Two years after applying lime, the stand of
bermuda grass varied from good to dead; where dead, the soil at a depth
of 6 to 9 in. had a pH of 2.7—as strongly acid as vinegar.
                           I.  INTRODUCTION
          The Weches Formation consists of semiconsolidated marine deposits
that lie between the Sparta Sands Formation above and the Queen City Sands
Formation beneath.  All three formations belong to the Claiborne Group.
Outcrops of the Weches Formation have been reported in at least 30 countries
in northeastern and south central Texas (Figures 39 and 40).  Similar for-
mations have been found also in Arkansas, Louisiana, Mississippi and Alabama.

          Variations in the appearance, chemical composition, and physical
nature of materials in the Weches Formation are common.  The limits of the
variations, however, are within these bounds:

          1.  A brick-red soil that has developed from surface weathering
of glauconlte.

          2.  Glauconlte beds of relatively unweathered green fine-grained
materials rich in marine fossils.
                                   177

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Figure 39 - Smith County,  Texas, Where the Demonstration Site of Weches
 Formation is Located.   In 30 countries in Texas  (shaded)  the weches
      formation has been identified.   The numbers represent the
             districts  of  the Texas Highway Department.
                                   178

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GEOLOGIC  FORMATIONS

          SR&RTA

          WECHES

          QUEEN CITY

          REKLAW


   STUDY LOCATION
                       k
          10  O   10  20  30  «0  50
              SCALE  IN MILES
   Figure 40 - Distribution of  the  Outcrops  of the Acid Weches Formation Just
           North of Tyler, Texas.   Associated geologic formations are
                   also shown (Courtesy  of Wesley L.  Miller).
                                        179

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          3.  Porous iron ore (limonite) formed from weathering of glau-
conite exists as erosion-resistance caps on hilltops.

          4.  Interbedded sandstones, sands, and clays with a dispersal
of pyrite crystals, nodular iron carbonate, and an admixture of carbon-
aceous materials resembling lignite.

          The extent of the Weches Formation and the problem of establish-
ing vegetation has been studied for a distance of 153 km (95 miles) along
Interstate 20 from Van, at the eastern edge of Van Zant County, eastward
to the border of Texas and Louisiana, at the eastern edge of Henderson
County.

          Along this 95 miles of highway, the soil and underlying geolo-
gic materials were sampled on 37 cut slopes that had been unsuccessfully
vegetated.  Lime requirement was determined on all samples.  All soil
materials tested needed lime in amounts from 0.4 to 5.2 mt/ha (0.2 to 23
tons/acre).  Only three of the samples had a pH between 5.3 and 5.9;
whereas, the lowest pH was 2.5.  It was noted that the cut slopes with
the least vegetation were always the most acid.  At one location 5 km
(3 miles) east of the interchange of Interstate 20 and U.S. 69, the
acid drainage from the Weches Formation was dissolving the concrete
drains.

          Marine sedimentary materials that are rich in sulfur, iron sul-
fide, or other acid-generating substances are sources of soil acidity
when exposed to the atmosphere.  In many instances, they provide an en-
vironment that is unfavorable for establishing vegetation.  Such condi-
tions exist in the Weches Formation, which are marine in origin.  Simi-
lar situations have been documented along the world's coastal marshlands.
A highway or a buried pipeline in such areas exposes marshy soil to cycles
of wetting and drying; the resulting chemical and bacteriological oxida-
tion results in a very strongly acid soil.  The soils are  sometime desig-
nated as acid sulfate clays or cat clays.
A.  Demonstration Area

          Demonstration Area Number 5  includes all outcrops and all road
cuts  that expose the Weches Formation.  This material, upon weathering,
becomes  so acid that it qualifies as nearly sterile because of high acidity.
                                   180

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B.  Demonstration Site

          The Weches Formation demonstration site is located on a cut
slope along Interstate 20, 6 km (4 miles) east of the interchange with
U.S. 69 and 16 km (10 miles) north of the city of Tyler, Smith County,
Texas.

          The highway road cut was 15 m (50 ft) in height and was finished
to a grade of 4:1.  Two terraces for water diversion were established on
the approximate contour along the slopes (Figure 41).

          At the site, seven different layers were described, sampled,
and studied separately.—

          The site was selected because the bermuda grass mulch sod that
was established on the slope in 1964 had failed by 1967, except for that
section occurring between the original soil surface and the upper terrace
(Figure 42).

          The climate of the demonstration area is characterized by a
mean annual temperature of 20°C (66°F), a mean annual precipitation of
114 cm (45 in.), a frost-free season of 252 days, and a mean annual range
of relative humidity of 84 and 56% at 6 a.m. and 6 p.m., respectively.
In brief, the climate is warm and humid with adequate and well-distributed
rainfall—an ideal climate for bermuda grass and for almost any other veg-
etation that does not require a cool season to break its dormancy.
C.  Weches Formation Description

          The Weches Formation  is a marine  sedimentary deposit  consist-
ing of impure glauconite  (a potassium iron  silicate),  clay and  sand.
The average width  of the  formation's  outcrops varies  from 9  to  46 m (30
to 150 ft).  A vertical section of the Weches Formation may  be  seen in
Figure 43.
 I/  Miller, W. H.,  "Formation  of Free Acid  in  Soil Materials  Exposed  by
      Excavation for Highways  in East Texas,"  thesis  submitted  to  the
      Graduate College of Texas  A&M University in partial  fulfillment
      of the  requirement  for the Degree of  Master of  Science, 72 pages,
      August  1969.
                                  181

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00
to
              Figure 41 - The Demonstration Site in Eastern Texas, Shoving the Two Diversion Terraces

                                   (Courtesy of W. L. Miller, Texas A6M University)

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!-
-
                  Figure  42  -  Cut  Slope Along  the East  Side  of  U.S. Highway  69, Approximately  20
                   Miles  North of  Tyler, Texas, Exposing  the Glauconite and  Ironstone Layers of
                    the Weches Formation and the Gray Cross-Bedded  Sands and Dark Carbonaceous
                       Shales  of the Queen  City Formation (W =  Weches  Formation; QC  - Queen
                         City  Formation)  (Courtesy  of W.  L.  Miller, Texas A6M  University)

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0
1

2
3
e 4
0)
i
5
6
7

8
9
i— 0
_
5
—
- 10

~~ «
i£ 15
—
20
—
25
—
- 30
                      ••.*•»•• »• .•!.••
                     !•• » •••.»••  ».*.

                      * ••'•* ' *
Soil, sand, and gravel




Limonite



Glauconitic sand

Glauconitic sandy clay



Limonite and glauconitic sand
                                      Iron carbonate



                                      Clay



                                      Sand
Figure 43 - Vertical Section Showing  Occurrence of Glauconite
    and Iron Ore in Weches Formation  in Cass County
                              184

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Although it may vary, glauconite in the Weches Formation has an approxi-
mate composition of:!/
              Element              Approximate Composition (7.)

         Silica (Si02)                        25
         Iron (FeO, Fe2(>3)                    20
         Aluminum (A1203)                     12
         Calcium (CaO)                         8
         Magnesium (MgO)                       2.5
         Potassium (K20)                       1.8
         Phosphorus (P205)                     1.3
         Sodium (Na20)                         1.1
          Pyrite  (FeS2), known as fool's gold, was identified in most of
the samples of materials from the cut slope.  To demonstrate that pyrite
existed in most of the samples and that weathering of pyrite produced
more exchangeable acidity and a lowering of pH, the soil materials were
subjected to a 21-week wetting-and-drying oxidation regime to simulate
weathering, and then the changes in pH, water soluble sulfate-sulfur,
and exchangeable acidity were determined.  The conclusion was that many
of the pyrite crystals that were intermixed throughout nearly all geo-
logic sediments exposed on the cut slope were changed by chemical and
bacteriological oxidation from iron sulfide (FeS2) to sulfates  (reported
as sulfate-sulfur) during the 21-day laboratory wet-dry cycles.  The pH
of the sediments was also lowered.  The correlation between the amount
of sulfate-sulfur  (SO^-S) and the exchangeable acidity of  r - 0.98  is
a nearly perfect correlation  (Figure 44).
                     II.  ACIDITY AND  PLANT  GROWTH


           Strongly acid  soils  are not  favorable for the growth of plants
 for  one  or more  of these reasons:

           1.  Hydrogen toxicity (below pH 4.0);

           2.  Aluminum toxicity;
 If   Sellards,  E. H., W.  S. Adkins,  and F.  B.  Plumroer,  "Geology of Texas,
 ~    Vol.  I,  Stratiography," The University  of Texas, Bulletin No.  3232,
       1,007 pages  (1932).
                                  185

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    50
en
    40
    30
•o
•r—
u


o
x
    20
     10
                    10          20           30 V '40
                          S04-S  (meq/100  g)
                                                            50
Figure 44 - Relationship of Increases in Water Soluble 804-8 and
  Exchangeable Acidity Upon Oxidation of Soil Material From the
    Selected Cut Slope by Alternately Wetting and Drying the
      Samples in the Laboratory for a 21-Week Period.  The
      r - 0.98 means a correlation coefficienct of 0.98 and
         is interpreted as excellent correlation between
             exchangeable acidity and the amount of
               sulfate-sulfur present in the soil.
                               186

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          3.  Manganese toxicity;

          4.  Calcium deficiency;

          5.  Magnesium deficiency; and

          6.  Molybdenum deficiency.

          With mineral soils, the following generalizations are accepted
as valid assumptions:

          1.  When the soil pH is above 8.2, there is a strong indica-
tion that exchangeable sodium is present.

          2.  When the soil pH is between 7.8 and 8.2, the presence of
calcium carbonate is indicated.

          3.  A pH below 5.5 suggests the presence of exchangeable tri-
valent aluminum.

          4.  A pH less than 4.0 indicates the presence of free acids as
from the oxidation of sulfur or sulfides in the soil, as is true on this
demonstration site Number 5.

          When a soil is too acid for satisfactory plant growth, lime is
usually applied to ameliorate the physiological conditions.  The most
common liming materials are ground natural limestones, the chemical com-
position of which varies from more than 90% calcium carbonate to dolo-
metic limestone which may be about 55% calcium carbonate and 35% magne-
sium carbonate.  On a pure basis, it takes only 25 kg  (56 Ib) of calcium
oxide (CaO) or 34 kg (74 Ib) of calcium hydroxide (CaOH2) to neutralize
as much soil acidity as 45 kg (100 Ib) of calcium carbonate (CaCC>3).
Since the oxides and hydroxides are made by burning natural limestones,
the former are always higher in price except when the materials must be
shipped long distances.


                        III.  LIME REQUIREMENT
          Since the soil pH determinations are rapid, they have been used
as an indication of the lime requirement.  The pH readings, however, are
a measure only of the intensity of acidity and not the ion exchange cap-
acity factor.  For example, a sandy soil with a pH of 5.0 may have a true
lime requirement of 4.5 mt/ha (2 tons/acre) to raise the pH to 6.5, in
                                   187

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contrast to a clay soil with the same PH but with a lime requirement of
13 mt/ha (6 tons/acre).  The explanation is that at the same pH, a clay
soil has more exchangeable acidity to be replaced by calcium or magnesium
in the lime.

          Laboratory methods for determining lime requirement as a capa-
city factor of soil acidity include:  (a) titrating or equilibrating the
soil with a base, and  (b) leaching the soil with a buffer solution, fol-
lowed by analyzing the leachate for the amount of base retained by the
soil.  Because it is faster and often more accurate, the buffer method
of determining lime requirement has gained wider acceptance.

          The true lime requirement of the weathering products of the
Weches Formation, however, cannot be determined by any of the foregoing
techniques.  The reason is that the weathering of sulfide, including
chemical and biological oxidation, is a continuing process; the end pro-
duct of which is sulfuric acid.  The logical solution is to determine
lime requirement by the buffer techniques, add an additional amount of
lime as an "interpretive factor," then add more lime, periodically, to
maintain vigor of established vegetation.

          Such a system was applied in Louisiana on similar soil and
geologic materials on  cut slopes of the same Interstate 20.U  With an
original pH of 2.6, 18 mt (20 tons) of limestone per acre were applied
and vegetation was successfully established.  Approximately 5 mt (5 tons)
of lime every 5 years was recommended for maintenance of the cover; how-
ever, at least annual  on-site inspections should be made to determine
the validity of the recommendation.
                  IV.  DETAILS OF DEMONSTRATION SITE
A.  Introduction
          The demonstration site selected for discussion in this manual
is a south-facing cut slope (Figure 41).  Seven sampling sites (A-l to
A-7) involving five soil or geologic layers (numbered 1 to 5) were rec-
ognized and described as follows (from upper to lower slopes (Figure 45)).
I/  Grafton, B. F., "Vegetative Cover Study for Problem Soils," State
"     Project No. 736-00-71, Louisiana Polytechnic Institute Division
      of Agriculture and Forestry Research, Ruston, Louisiana, 26 pages
      (1968).
                                   188

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oo
NO
                                                                Upper
                                                                Terrace
                                                                                         Lower
                                                                                        Terrace
Description of Soil or Geologic Layers

1   Reddish loams and sandy clay loams with reddish yellow mottling, with several
      ferruginous sandstone layers.
2   Dark olive green to dark olive gray clays and clay loams,  with several iron-
      stone layers and some glauconite.
3   Carbonaceous and pyritic bed occurring in dark olive green to dark olive gray
      clays and clay loams.
    Carbonaceous,  dark olive gray to dark gray clays and clay  loams.
    Light gray to  light brownish gray silt loams and very fine sandy loams.
             4
             5
       Figure 45  -  Schematic  (not  to scale) Cross  Section  of the  Selected Cut  Slope  Used  for This  Study
           Showing  the Approximate Location of  the Two Interception Terraces and  Sampling Sites A-l
                       Through A-7.

-------
          Soil Material No. 1 - Sampling Site A-l; all of the area above
the upper terrace.  Reddish loams and sandy clay loams, with several lay-
ers of sandstone high in iron.  This includes the surface 2 m (6 ft) of
the Lakeland and Darco soil series.

          Soil Material No. 2 - Sampling Sites A-2 and A-3.  Dark olive
green to dark olive gray clays and clay loams with layers of ironstone
and glauconite.

          Soil Material No. 3 - Sampling area between A-4 and A-5.  Iron
pyrite and lignite-like (carbonaceous) dark olive green to dark olive gray
clays and clay loams.

          Soil Material No. 4 - Sampling area between A-5 and A-6.  Lignite-
like (carbonaceous) dark olive gray to dark gray clays and clay loams.

          Soil Material No. 5 - Sampling area between A-6 and A-7 (bottom
of slope).  Light gray to light brownish gray silt loams and very fine
sandy loams.
B.  Lime Test Plots

          The Texas Highway Department established a 25-cm (10-in.) soil
mulch sod of bermuda grass on the entire cut slope in 1964.  By 1967 the
vegetation had died except on the original weathered soil at the top of
the slope to a depth of about 2 m (6 ft).

          To obtain the approximate gross lime requirement for the demon-
stration plots, exchangeable acidity was determined by potentiometric ti-
tration to pH 5.6 with sodium hydroxide in a mixture of soil and one normal
potassium chloride solution.  The values for exchangeable acidity ranged
from zero for the added topsoil to slightly more than 45 mt/ha (20 tons/
acre).  For results within a year, field applications should be multiplied
by a factor of two or three.  For this reason, the maximum lime rate was
established at 112 mt/ha (50 tons/acre).  Other rates were arbitrarily
set at 67, 56, 11 and 0 mt/ha (30, 25, 5 and 0 tons/acre) to provide ad-
ditional information*

          All applications of lime were made in April of 1968 and extended
from the base to the crest of the slope, with the exception of the 11- and
67-mt (5- and 30-ton) rates (Figure 46).  A rototiller was used to mix the
                                  190

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  T
   vo
t
 I—I
i
  JL
                                                                                       Terraces
                     200 ft
                                                 100 ft
                                       50 ft *\< approx.  100  ft
                                          Highway —
     feet
     meters
              50   71
              15   22
74
22.5
76
23
100
30.5
200
61
tons/acre
metric tons/hectare
5   25  30  50
11  56  67  112
Figure 46 - Locations and Approximate Dimensions Along the Face of the Slope for the Various
          Rates of Calcitic Lime Applied on the Selected South-Facing Cut Slope.

-------
 line vith the soil to a depth of approximately 20 cm (8 In.)  and then a
 bermuda grass mulch sod mixed with a reddish-brown fine sandy loam soil
 was placed over the entire surface of the slope.

           One year after establishment of the vegetative cover,  the pH of
 various soil layers was determined, and a representative portion of the
 data is portrayed in Table 13.
                                TABLE 13

           pH OF SELECTED PLOTS ON THE NORTH-FACING CUT  SLOPE
              ON MARCH 1969.  12 MONTHS AFTER APPLYING LIME
                                                   Lime Applied
                                    mt/ha
                                 tons/acre
            Site

Bermuda Grass Mulch Sod
  on Moved-In Topsoil

Original Soil Material in Which
  Lime was Incorporated

Original Undisturbed and Unllned
  Cut Slope Material
0
0
11
5
56
25
67
30
112
50
                                            4.7   4.5   5.0   4.7    5.8
                                            3.8   4.2   3.4   4.3   5.5
                                            3.2   3.3   2.8    2.9   3.3
Note:  Data are from the lower-middle of the slope for the 0 and  11 mt/ha
          (0 and 5 tons/acre) rates of lime; and from the adjoining upper
         part of the lower section for the 56, 67, and 112 mt/ha  (25, 30,
         and 50 tons/acre) rates.  The 0, 11, and 67 mt/ha (0, 5, and 30
         tons/acre) application rates did not extend the full length of
         the slope.
          The pH of the moved-In topsoil plus bermuda grass mulch sod
varied from 4.5 to 5.8; and the grass was satisfactorily established on
all plots regardless of lime treatment of the soil material beneath.
The depth of the moved-ln topsoil varied from 18 to 38 cm  (7 to 15 In.).
                                  192

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Soil material in vhich lime was incorporated had a pH range of 3.4 for
the 56 rat/ha (25 tons/acre) rate to 5.5 for the 112 mt/ha (50 tons/acre)
rate of ground limestone application.  Beneath this layer, the original
soil material had a range in pH of 2.8 to 3.3.  It should be mentioned
that the materials exposed on the slope did not change pH directly in
proportion to the rate of lime applied as is usual on cropland soils
because of the variation in content of acid-producing pyrite crystals.

          As of March 1969, 1 year after establishing the lime test on
the slope, the results of the total project were summarized as follows:

          1.  Topsoil which was hauled in by the Texas Highway Depart-
ment in 1964, when the first bermuda grass sod mulch was established (but
failed), plus that provided during the second planting made following the
lime test, ranged from 18 to 38 cm (7 to 15 in.) in thickness.

          2.  In most instances the lime in the test plots was incorpor-
ated in the hauled-in topsoil rather than mixed with the geologic material
on the face of the cut slope.

          3.  Bermuda grass roots were growing equally well whether in
limed hauled-in topsoil or in limed natural cut slope material.

          4.  Bermuda grass roots never penetrated into the unlimed slope
surface soil material.

          The conclusions from this and other research results are that
a satisfactory alternative to hauled-in topsoil is to make "topsoil" by
carefully following recommendations from physical and chemical tests.

          In many places the bermuda grass roots formed a flat mat at the
junction between the hauled-in topsoil and the unlimed slope surface soil
material.  The most plausible explanation is that the untreated slope sur-
face is an unfavorable medium for bermuda grass roots because of toxicity
of hydrogen and/or aluminum or because of a deficiency of calcium, mag-
nesium, and/or molybdenum.  Another explanation may be because of  incipient
hardening of the slope surface due to weathering.

          Two jrears after applying lime on the slope  (summer 1970), soil
pH had decreased from 4.2 to 3.2 where 11 mt/ha (5 tons/acre) of lime had
been applied and the well-established bermuda grass was dead.  Even the
area where 112 mt/ha  (50 tons/acre) of lime had been spread, the bermuda
grass was variable from dead to good.  In spots where the stand of bermuda
                                  193

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grass was good, the pH of the surface 15 cm (6 in.) of soil was 6.4 and
for the 15 to 23 cm (6 to 9 in.) depth below, was 5.8.  Where the bennuda
grass had died, even though 112 mt/ha (50 tons/acre) of line had been
applied, the surface 15 cm (6 in.) of soil had a pH of 5.2, whereas the
original soil material beneath, at a 15 to 23 cm (6 to 9 in.) depth, had
a pH of 2.7.  The death of the bennuda grass was attributed to the low
pH of 2.7 at the 15 to 23 cm (6 to 9 in.) in depth.  (A soil pH of 2.7
has approximately the acidity of pure vinegar.)
                       V.  SOURCES OF ASSISTANCE
          Association of Texas Soil and Water
          Conservation Districts

            President
            426 Fifth Street
            Sealy,  Texas  77474
            713-885-3598

            Vice President
            Box 95
            Cherokee,  Texas   76832
            915-622-4227

            Secretary
            Route 2, Box 214
            Lubbock, Texas  79415
            806-762-8697

          Bureau of Economic Geology
          University Station, Box X
         Austin, Texas   78712

          Environmental  Protection Agency
          Region VI
          Suite  1100, 1600 Patterson Street
         Dallas, Texas   75201

         Soil Conservation Service
         P.O. Box 648
         Temple, Texas  76501
                                 194

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          State Department of Agriculture
          P.O. Box 12847,  Capitol Station
          Austin, Texas  78711

          Texas ASM University
          College Station, Texas  77843
                      VI.  ADDITIONAL REFERENCES
Bieber, 6. L., C. Y. Ward, and S. D. Attwell, "Establishment of Vegeta-
  tion," Vol. I, Agronomy State Study No. 11, Agricultural Experiment
  Station, Mississippi State University, State College, Mississippi
  (1965).

Donahue, R. L., J. C. Shickluna, and L. S. Robertson, Soilst  An Intro-
  duction to Soils and Plant Growth. 3rd Ed., Prentice-Hall, Inc.,
  Englewood Cliffs, New Jersey, 587 pages, pp. 52-67 (1971).

Edelman, C. H., and J. M. van Staveren, "Marsh Soils in the united States
  and in the Netherlands," Journal of Soil and Conservation. 1&5-17 (1958),

Fleming, J. P., and L. T. Alexander, "Sulfur Acidity in South Carolina
  Tidal Marsh Soils," Soil Scientist Society of American Proceedings.
  ^94-95 (1961).

Grafton, B. P., "Vegetative Cover Study for Problem Soils," State Project
  No. 736-00-71, Louisiana Polytechnic Institute Division of Agriculture
  and Forestry  Research,  Ruston, Louisiana, 26 pages (1968).

Grass, L. B., V. S. Aronovici, and D. C. Muchl, "Some Chemical Character-
  istics of Submerged and Reclaimed Sediments of the San Francisco Bay
  System," Soil Scientist Society of American Proceedings. Jgfe:435-455
  (1962).

Kamrath, E. J., and C. D. Foy, "Lime-Fertilizer-Plant Interactions in
  Acid  Soils,"  In:  Fertilizer Technology and Use.  2nd Ed., Soil  Scien-
  tist  Society  of America, Inc., Madison, Wisconsion,  611 pages,  pp.
  105-151  (1971).

McCully, W.  G., W.  J. Bovmer, and J. L.  Stubbendieck,  "Problems in Estab-
  lishing  or Maintaining Vegetation on Roadsides,"  Research Report 142-1,
  Texas Transportation Institute, Texas ASM University,  18  pages  (1970).
                                  195

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McCully, W. G., and J. L. Stubbendieck, "Establishment and Management of
  Roadside Vegetation, 1971," Research Report 142-3, Texas Transportation
  Institute, Texas A8M University, 12 pages  (1972).

McLean, E. 0., "Testing Soils for pH and Lime Requirement," In:  Soil
  Testing and Plant Analysis. Soil Scientist Society of America, Inc.,
  Madison, Wisconsin, 491 pages, pp. 77-95 (1973).

Miller, V. L., "Formation of Free Acid in Soil Materials Exposed by Ex-
  cavation for Highways in East Texas," a thesis submitted to the Gradu-
  ate College of Texas A&M University in partial fulfillment of the re-
  quirement for the degree of Master of Science, 72 pages, August 1969.

Moorman, F. R., "Acid Sulfate Soils (Cat Clays) of the Tropics," Soil
  Science. 2£:271-275 (1963).

Sellards, E. H., W. S. Adkins, and F. B. Plummer, "Geology of Texas,
  Vol. I, Stratiography," The University of Texas, Bulletin No. 3232,
  1,007 pages (1932).
                                  196

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MISSISSIPPI

Summary •
I.
II.
III.
IV.
V.
VI.
VII.
VIII.
IX.
X.



Topsoiling 	
Site Preparation 	
Grasses and Legumes 	
Woody Plants 	

Jute Net for Channel Lining 	
Maintenance 	
Sources of Further Information 	
Additional References 	
Page
	 197
	 197
	 199
	 200
	 200
	 206
	 207
	 208
	 211
	 211
	 212

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               MISSISSIPPI—DEMONSTRATION AREA NUMBER 6

                 ROADSIDE VEGETATION FOR STABILIZATION


                                Summary
          Successful roadside stabilization in Mississippi by vegetation
is not as difficult as in some areas of equally low soil productivity.
The semitropical and humid climate is conducive to plant growth, and
fertilization can ameliorate low soil fertility.  Two soil Great Groups
in Mississippi are clay and productive; whereas, the other two more ex-
tensive Great Groups are fine sandy and less productive.  Topsoiling is
recommended on only a few soils because most soils are deep and can be
made productive on the cut and fill surfaces by lime and fertilizers
that are applied according to a soil nutrient test.  Mulching with or-
ganic materials is recommended on all seedings, and the best rate per
hectare (acre) is given for each material by month of application.

          The moist, semitropical climate is favorable to the seeding of
some species of grasses and clovers during any month of the year.  The
probability of successfully establishing grass and legume species in any
month is given by regions in the State.  Selected woody plants are also
recommended for roadside stabilization.  Experience with the proper use
of jute net in lieu of an organic mulch is also documented.
                           I.  INTRODUCTION
           Mississippi  is  located in the central southern part of the
 Southern Region.   The  climate is semitropical and humid, with prevail-
 ing southerly winds.   The soil is never frozen except in the northern
 part of the State, and then only for a few days at a time.  The hill
 soils are mostly  highly leached and not naturally productive.  The
 high rainfall, totaling 127 to 165 cm (50 to 65 in.) a year, coupled
 with heavy thundershowers and an occasional tropical storm, make
 conditions favorable  for  high sediment yield.  Heavy rainfall associated
 with tornadoes further adds to the hazard of soil erosion and sediment
 runoff.
                                    197

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          Soils of relatively low productivity in Mississippi are classi-
fied primarily into tvo soil orders, each with a predominant Great Group.
Table 14 presents these extensive Great Groups, their total areas, and
percentages in the United States.
                               TABLE 14

      PRINCIPAL SOILS OF LOW PRODUCTIVITY IN MISSISSIPPI AND THEIR
                     EXTENT IN THE UNITED STATES^~
                                            Extent of Great
                Soil Great
Soil Order
Soil Great
Group
Fragiudalfs
Paleudults

kin2
100,080
465.550
Group in U.S.
milesz
38,640
179,750

1.09
5.08
Alfisols

Utisols

  Total                           565,630        218,390        6.17
a_/  "Soils of the United States--Area Measurements," Soil Conservation
      Service (undated).
          Fragiudalfs occur in southern, southwestern, and northwestern
Mississippi where the topography is gently sloping to rolling.  The soils
are well drained, highly leached, not very fertile, and usually sandy on
the surface.  The report in Subsection VII on the use of jute net lining
for a water channel is on Fragiudalfs.

          Paleudults are the predominant soil Great Group in Mississippi
and occur in the southern and eastern half of the State.  They are gently
rolling, highly leached, well drained, mostly light brown fine sandy and
silty soils.

          The general productivity level of the soils, topography, esti-
mated hazard of sediment yield, and relative ease of establishing vegeta-
tion are as follows:
                                   198

-------
          Fragiudalfs - Low productivity, rolling, high sediment yield,
and difficult to establish vegetation.

          Paleudults - Very low productivity, rolling, high sediment
yield, difficult to establish vegetation.

          Construction activities in Mississippi involve principally
highways and roads.  Highway and road construction and reconstruction
during 1972 totaled 67,915 km (42,199 miles).  Totals by class are pre-
sented as follows:!/
        Class                     Total (km)            Total (miles)

Primary State Highways
Secondary Roads
Local Roads

  Total                             67,915                 42,199
                            II.  TOPSOILING
          When  the  final grade  surface  is determined, by preconstruction
 borings,  to  consist of  coarse sand,  rock, gravel,  or very  fine  clay,  top-
 soil  should  be  stripped from the  site during  construction  activities  and
 stockpiled.   Ideally, this material  should  contain less than 80% sand and
 between 10 and  307.  clay.  Soils within  this textural range are  classified
 mostly as sandy loam, loam,  silt  loam,  or sandy clay loam, depending  on
 the silt content.   Less desirable as a  growing medium are  all sand soils,
 most  loamy sands, all silts, most clay  loams, most silty clay loams,  and
 all sandy clays, silty  clays, and clay  soils.

          Topsoiling is not  necessary when  the underlying  parent materials
 on the final grades are within  the textural ranges specified for topsoil
 and at least 1  m (3 ft) deep.
 I/  "Highway Statistics, 1972," U.S. Department of Transportation, Federal
       Highway Administration, Tables SMB-2 and OMB (November 1973).
                                    199

-------
                        III.  SITE PREPARATION
          Cut and fill slopes should be established at a slope grade no
steeper than 4:1.  Such slopes permit standard farm and construction ma-
chinery to operate normally.  The site should be disked to a depth of 10
to 15 cm (4 to 6 in.).  Soils should be sampled for fertility testing to
determine the lime and fertilizer needs.

          Apply lime according to soil test and disk into the soil.  Wait
a few days and disk in the recommended fertilizers.  Lime and fertilizer
should not be in contact with each other before being applied to the soil
because of the hazard of loss of nitrogen as ammonia.
                       IV.  GRASSES AND LEGUMES
          Because of the semitropical climate in Mississippi, there are
seeding mixtures recommended for establishment during any season of the
year, as itemized in Table 15.  All species of grasses and legumes are
propagated by seed.  Bermuda grass can be seeded, but it is propagated
best by plant parts (sprigs).  Even here, however, to insure success,
11 kg/ha (10 Ib/acre) of bermuda grass seed are recommended on top of
the sprigs.  The soil should be cultipacked after seeding to firm the
seedbed.

          Immediately after seeding, apply the mulch most suitable for
the site (See Subsection VI and Section V-J).

          Sprinkler irrigation of the seeds or sprigs is essential if
rains are not sufficient to assure a satisfactory germination and growth.
The first irrigation of 1.3 cm (1/2 in.) of water should be made soon
after the mulch has been applied; this reduces splash erosion and soil
crust formation.  Until it rains, 3 mm (1/8 in.) of water should be ap-
plied daily until the seedlings or plants are well established.  Estab-
lishment may take from 2 to 3 weeks (Figures 47, 48, and 49).

          The probability of establishing a successful seeding of grasses
or legumes on roadsides during any 1 month in the year, by regions in
Mississippi, is portrayed in Table 16.  In the table, a 0 means no chance
of establishment and a 9+ means a chance of success of more than 90%.
                                  200

-------
                                                       TABLE  15

                            RICOtQgNDED SEEDING MIXTURES FOR ROADSIDE VEGETATION IN MISSISSIPPI-'
                                                                   ed Rataa at Varloul Tinea of Seeding2'
Spec lea
Combtnatlona
Bahlagraaa
Annual Leepedeza
Lcepedeza Vergata
Bahlagraas
Sericea (Interstate)
Bahlagraaa
Beroudagraaa
Crlnaon Clover
Bahlagraaa
Bemudagraaa
Tall Fescuegrasa
Crlnaon Clover
Bernudagraee
Annual Lespedeta
Leapedeza Vergata
Bernudagraa* (Sprlg*)£/(Bu)
Crlnaon Clover (%)
Tall Faacuegraas
Bemudagraa* (Sprlga^(Bu)
Crlnaon Clover
Bahlagraaa
Tall Fescuagrass
Annual L*ap*d**a
Serlcee Leapedeia
Tall Feacuegraaa
Bemudtgran
Crinfon Clover
Weeping Lovegraaa
Serlcee Leapedeca
Weeping Lovegraaa
Bahlagraaa
Weeping Lovegraaa
Vetch (Reaeadlng)
Weeplnr Lovegraaa
Crovnvetch
Spring Sunner
kg/ha
34
17
22
34
22
34
17
-
.
-
•
-
17
17
22
90
-
-
90
>
34
34
22
22
34
17
17
11
22
11
34
11
28
11
11
lb/acr*
30
15
20
30
20
30
13
-
. •
-
-
-
15
15
20
SO
-
-
80
-
30
30
20
20
30
15
15
10
20
10
30
10
25
10
10
kt/h*
34
17
22
34
22
34
17
-
.
-
-
-
17
17
22
90
-
-
90
.
34
.
•
-
.
-
-
11
22
11
34
.
-
17
-
lb/acr*
30
15
20
30
20
30
15
-
.
-
-
-
15
15
20
SO
-
-
SO
.
30

-
••
.
-
-
10
20
10
30
.
-
15
-
Fall
kg/ha
.
.
-
.
-
34
17
17
34
17
34
17
„
-
•
134
17
22
134
17
34
34
-
22
34
17
17
11
22
.
-
11
28
.
11
Ib/acre
.
.
-
.
-
30
15
15
30
15
30
15
.
-
-
120
15
20
120
15
30
30
-
20
30
15
15
10
20
.
•
10
23
.
10
Winter
In /ha
_
.
-
.
-
34
17
17
34
17
34
17
.
-
-
134
17
22
134
17
34
34
-
22
34
17
17
_
-
.
-
.
-
_
-
lb/acr*
.
.
-
.
-
30
15
15
30
15
30
15
.
-
-
120
15
20
120
15
30
30
-
20
30
15
15
.
-
.
-
.
-
.
-
Remarks
Uae Penaacola Bahlagraaa
In Southern, Wllnlngton
In Northern, Mlsalaaippt
Use State -Hide

Spring and Suner State-
wide! 'ill *nd Winter
South of 1-20
Us* north of 1-20



Stete-Wlde


Oerlt Feacue South of
1-20

Uae - Southern 2/3 of
State

Uae - Northern 1/2 of
State

Uae - North of 1-20


State-Hid*

State-Wide

State-Hide

Top***d Susaatr Planted
Lovegraaa vtth Crown-
                                                                                                    vat ch
a/  "The ABC'*  of Roadalde Vegetation - An Infona.1 Quid* for Plntlng *nd latablUhlng P*nm«>t Koadild* V*g*t*tlon,"
      Raaearch  and DavelopMnt Dlvlalon, Mlailtalppl SUt* Blfhwy D*p*rt>nt In Cooper*tlo« with the F*d*ril Highway
      Addlnlatretlon, U.S. Department of Trantportatlon, 43 p*(*i, April 1974.
b/  Rataa of aeedlng are baled on "Pur* Llv* Seed."  Inoculate all leguM aeed and treat all graaa aaada- vtth an approwd
      dlalnfeccant protectant.
c/  On* *q yd of cultivated tod • 1 buihcl of aprlga.  Alwaya add 11 kg/ha (10 Ib/acre) of catmaa beraudagraaa aeed par
      acre **en planting aprlga regardleea of aeaaon.
                                                              201

-------
M
C
to
                                -
                                             '
                                                         *"   -—.-vcv-
                                                         '. -  '•- •-- • •-—  -^
* . -  . _^.  --~*
   **- . ^w
*     -..     *
                                                               ._      -i-^^-
                                                               • ^ "    <•
                '- ~': •" ?r •: ^^:^vS- ,,*r?          "
             Figure 47 - Cut and Fill Slopes in Mississippi Should be Established at a Grade of
                 4:1 (14 degrees, 25%) or Less Because of the Semitropical Climate, High
                     Rainfall, and Erodible Soils.  This 3:1 slope has been
                        subject to erosion, (see Figures 48 and 49).
                                (Courtesy of H. D. Palmertree)

-------
2


•-•
    ,
--— . -.-
                                            v-'-v~"*  " • •   ••*-*•- ^ - --

                                               * *  *•  •*»_ r       »  ^
                        Figure 48  -  A Part of the  Same 3:1 Slope  as in Figure 47.   It is Being

                                        Topsoiled.   (Courtesy of H.  D.  Palmertree)

-------
I -
1
-.
                     Figure 49 - A Part of the Same 3:1 Slope as in Figures 47 and 48 That  is

                                  Being Mulched With Fiberglass Over the Seeding

                                          (Courtesy of H. D. Palmertree)

-------
                                                              TABLE  16

                 MONTHLY PROBABILITY FOR SUCCESSFUL ESTABLISHMENT OF  RECOMMENDED  SPECIES ON  ROADSIDES IN MISSISSIPPI-

NORTH MISSISSIPPI
Bahlagrass (Wilmington)
Bermuda Grass (Seed)
Bermuda Grass (Sprigs)
Crimson Clover
Crownvetch
Annual Lespedeza
Lespedeza Vergata
Sericea Lespedeza
Tall Fescuegrass
Weeping Lovegrass
CENTRAL MISSISSIPPI
Bahiagrass (Fensacola)
Bermuda Grass (Seed)
Bermuda Grass (Sprigs)
Crimson Clover
Annual Lespedeza
Lespedeza Vergata
Sericea Lespedeza
Tall Fescuegrass
Weeping Lovegrass
SOUTH MISSISSIPPI
Bahiagrass (Pensacola)
Bermuda Grass (Seed)
Bermuda Grass (Sprigs)
Crimson Clover
Annual Lespedeza
Lespedeza Vergata
Sericea Lespedeza
Weeping Lovegrass
Jan.

1
1
3
2
1
1
1
1
4
1

2
1
3
(3
1
1
1
3
1

2
1
3
3
1
1
1
2
Feb.

2
2
3
2
1
1
1
1
4
1

3
2
3
3
I
1
1
3
1

3
3
3
3
2
1
2
2
Mar.

5
4
4
3
4
7
2
3
5
4

6
4
5
2
5
2
4
5
5

7
6
6
1
5
3
6
5
Apr.

7
8
9+
1
5
9
5
7
5
9

8
9
9+
1
9
5
9
5
9+

9+
9
94
0
9
7
9
9
May

S
9+
9+
0
2
9+
7
8
2
9

9+
9+
9+
0
9
7
8
2
9+

9+
9
9+
0
9
6
8
9
June

6
7
8
0
1
5
4
6
0
8

8
8
8
0
4
4
6
0
8

9+
9
9+
0
4
3
6
9
July

7
6
8
0
1
2
2
3
0
7

8
7
8
0
2
2
3
0
7

9+
9
9+
0
2
2
3
9
Aug..

6
5
8
4
1
1
2
3
4
7

7
7
8
2
1
2
3
2
7

8
8
9+
I
I
2
3
9
Sept.

3
2
6
9
6
0
1
2
7
4

5
2
6
9
0
1
3
7
4

6
5
9+
8
0
1
3
7
Oct.

2
1
4
8
5
0
1
2
9
2

2
1
4
9
0
1
2
8
2

3
2
4
9
0
1
2
2
No'

1
1
2
5
2
0
1
1
9
2

1
1
2
5
0
1
1
7
2

2
1
3
9
0
1
1
2
                                                                                                                            Dec.
                                                                                                                             1
                                                                                                                             1
                                                                                                                             2
ui                 Crimson Clover               3      3      2       10002       9954
                                                                                                                             0
                                                                                                                             1
                                                                                                                             1
                                                                                                                             4
                                                                                                                             2


                                                                                                                             2
                                                                                                                             1
                                                                                                                             3
                                                                                                                             5
                                                                                                                             0
                                                                                                                             1
                                                                                                                             1
                                                                                                                             2


                 a/   "The ABC's  of  Roadside Vegetation—An Informal Guide for Planting and Establishing Permanent Roadside
                       Vegetation," Research and Development Division, Mississippi State Highway Department, in cooperation
                       with the  Federal Highway Administration, U.S. Department of Transportation, 43 pages, April 1974.
                 Note:   0 = None,  to 9+ =  Over 907, chance of success.

-------
                           V.  WOODY PLANTS
          Seeds of many woody plants may be sown on top of the legutno
and grass seeding, either before or after mulching.  The most certain
technique for assuring a satisfactory stand of trees or shrubs, however,
is by planting small "liner" plants 30 to 46 cm (12 to 18 in.) tall.
Most deciduous woody plants can be established by planting bare-root
stock; whereas, evergreen plants must be planted with a soil ball.
Often pot-grown plants offer the best assurance of successful estab-
lishment.

          Fertilization of woody plants can be accomplished, according
to recommended practice, by placing near the bottom of each planting
hole one 10-g (1/3-oz) tablet of Agriform, analyzing 20-10-15 (N, P20s,
K20), or its equivalent.

          The best dates for planting are 1 November to 15 March.  Most
woody plants should be on 1 to 2 m (3 to 5 ft) centers.  As it is set
out, each plant should be watered by soaking or by leaving a saucer-
shaped depression around each plant and filling the depression several
times as the water moves around the roots.  If no soaking rains are
received, add water to each plant about once a week for at least a
month, and once a month for a year if rainfall is not adequate to
maintain moist soil around the roots.

          Some plants such as winter honeysuckle, multiflora rose, van-
houttei spirea, Reeves spirea, forsythia, and Chinese privet can be suc-
cessfully established by stem cuttings.  The cuttings for use on road-
sides should be made 38 to 46 cm (15 to 18 in.) long from branches that
have become fully dormant.  They can be stored in moist burlap, sawdust,
or sand or set out immediately after they are cut.  The best planting
date for stem cuttings is 15 November to 15 January.  Before setting
out, all leaves should be stripped, then the cuttings pushed, lower-end
first, into the soil to a depth of 10 to 15 cm (4 to 6 in.), on 0.3-m
(1-ft) centers.
                                   206

-------
                             VI.  MULCHING
          Various mulching materials have been tried with success in
Mississippi.  Mulches minimize fluctuations in soil temperature, reduce
soil moisture losses, prevent erosion, inhibit weeds, and enhance the
chances of successful establishment of vegetation.

          1.  Black polyethylene plastic has been used successfully to
smother unwanted grasses and weeds between plantings of trees and shrubs.
To reduce wind impacts and deterioration by ultraviolet rays from the sun,
the black plastic should be covered with materials such as sawdust, pine
needles, bark, woodchips, straw, or hay.

          2.  Bark, woodchips, or sawdust applied to a depth of 5 to 8 cm
(2 to 3 in.) over new seedings of grasses and legumes, or seedings of trees
and shrubs, or between plantings of shrubs and trees, have proved satisfac-
tory.

          3.  Straw from wheat; oats; barley; rye, or rice, and hay from
nearly any grasses or legumes, have all been used extensively and success-
fully over the State.  The greatest disadvantage to the use of straw and
especially of hay results from the weed seeds which they contain.  An ap-
plication of about 4.5 mt/ha  (2 tons/acre) will make a covering of 5 to
8 cm (2 to 3 in.) over the soil surface.  On windy areas or on steep slopes,
straw can be held in place by using a special apparatus which applies hot
asphalt to the straw as it comes from a blower.  The usual rate of appli-
cation of the asphalt preparation is 416 liters/mt  (100 gal/ton) of straw.

          4.  Excelsior has also been used with success in Mississippi,
especially when  it is tacked with asphalt.

          5.  Wood cellulose  fiber is another forest product that has been
tried.  It should be applied  in a water slurry with a hydroseeder at a
pressure of about 5.6 kg/cm2  (80 lb/in.2).

          6.  Mats made from  fiberglass or jute have been successful when
pinned to the soil with metal or wood stakes to prevent water from flow-
ing under and eroding them.  Mats are used most frequently in channels
where water flows reach high volumes or high velocities and where vege-
tation is being  established.  The greatest disadvantage of the use of
mats is their high cost.
                                   207

-------
          A summary of the recommended mulch materials and the amount
 to be used per hectare (acre), as influenced by their season of use,
 is shown  in Table  17.

          From information presented  in Table 17, it can be seen that an
 application of 3.4 to 4.5 mt/ha  (1-1/2  to  2  tons/acre) of  straw tacked with
 asphalt is recommended to protect plantings  from April through October.
 To be effective during January, February,  November, and December, how-
 ever, requires 7 mt/ha (3 tons/acre)  of straw.  Hay is less effective
 than straw on a per-ton basis.  Excelsior  rates in relation to the rec-
 ommended  season of use are about the  same  as for straw; less asphalt,
 however,  is required per ton of excelsior.  Wood cellulose is recom-
 mended as effective only for the summer season.
                   VII.  JUTE NET FOR CHANNEL LINING
          A successful technique for the use of jute netting to retard
erosion on constructed water channels while bermuda grass was being
established from seed is documented as follows:—

          During construction of the Country Club at Jackson, Mississippi,
two water channels of lengths of 91.4 m (100 yd), and 182.8 m (200 yd),
were reshaped by widening to 6.1 m (20 ft) and flattening of the side
slopes.

          According to a soil test, the soil was limed and fertilized,
and these materials were incorporated in the soil separately with a disk
to a depth of 7.6 cm (3 in.).

          Bermuda grass seeds were broadcast on the soil surface and
cultipacked.  Immediately after seeding, a jute net 121.9 cm (48 in.)
wide was placed over the seeded surface and stapled to the soil at
intervals of 30.5 cm (1 ft).  At the upper end of the channel, a
trench 6 in. deep was dug across the ends of the jute netting were
burled, to reduce the hazard of underwash.  Sprinkler irrigation was
used for 2 weeks to keep the net seed, and seedlings most until growth
had become well established.
_!/  "The Use of Jute Net for Channel Lining," Department of Agronomy,
      Mississippi State University, State College, Mississippi (Un-
      published) (1963).
                                   208

-------
                                                                 TABLE 17
8
\o




Mulch
Straw*'
Strawfe'
StrawH'
Hay—'
Hay£'
Excelsior—'
Excelsior^'
Wood Cell-
ulose^
Wood Celi-
ulose^'
Kl



mt/fca
3.3
4.5
6.7
4.5
6.7
4.5
6.7
1.1

1.7

EUUHVBNU


tons/
acre
1.5
2
3
2
3
2
3
1/2

3/4

ED MULU



£/at
416
416
416
416
416
208
208




9 MATERIAL
Asphalt
gal/ ton
of
Mulch
100
100
100
100
100
50
50
NONE

NONE

AM) RATE PER ACRE


AS 1m


'LUEflC


JU> BY


Season of
Jan. Feb. Mar.
XX
XX XX
.
XX
XX
XX XX XX
-

XX

Apr.
XX
XX
-
XX
XX
XX
-
XX

XX

May.
XX
XX
-
XX
XX
XX
-
XX

XX

June
XX
XX
-
XX
XX
XX
-
XX

XX

SEASON


OF


YEA1F'


Planting
July
XX
XX
-
XX
XX
XX
-
-

—

Aug
XX
XX
.
XX
XX
XX
-
-

_

. Sept. Oct. Nov. Dec.
XX XX
XX XX
XX XX
XX - -
XX XX
XX
XX XX
...

— • • •»

           £/  "The ABC's of Roadside Vegetation—An Informal Guide for Planting and Establishing Permanent Roadside Vegetation,"
                 Research and Development Division,  Mississippi State Highway Department, In Cooperation with the Federal Highway
                 Administration,  United States  Department  of Transportation, 43 pages, April 1974.
           W  Mulches applied  with a straw blower with  apparatus to apply hot asphalt to mulch as It leaves chute of wind tunnel.
           c/  Applied In water slurry with a pumping apparatus capable of supplying 5.6 kg/cm2 (80 lb/ln.2 at orifice.

-------
          Germination and seedling establishment was completed within a
period of 1  to  2 weeks, and  stabilization of  the channel was apparent at
the  end  of 2 months.  No mowing was done until 3 months after seeding.
All  areas were  topdressed once each month with 120 kg/ha (100 Ib/acre)
of nitrogen  (N)  fertilizer.  Although  there was a slight amount of ero-
sion before  the bermuda grass seedlings were  well established, at the
end  of 3 months the site was stabilized and no further evidence of ero-
sion or  siltation occurred.

          Other research near Jackson, Mississippi, on a 4:1 cut slope
compared the effectiveness of uniformly seeded bermuda grass, covered
with three kinds of mulch.  The mulch most effective in retarding ero-
sion was straw, followed by  fiberglass, then  by wood fiber.JL^

          Nine years of research on vegetating water channels along high-
ways, conducted by Mississippi State University, are summarized by these
recommendations:

          1.  Test soil for  lime and fertilizer needs.  Most land-grant
universities provide this service.

          2.  Prepare channel to desired contour and grade.

          3.  Apply lime and fertilizer according to a soil test and in-
corporate with a pulverizing disk.

          4.  Seed 33.6 kg/ha (30 Ib/acre) of common bermuda grass.

          5.  Mulch with jute net or similar  "blanket type" mulch.  Care-
ful  installation is a necessity; if water flows under the jute net, ero-
sion will occur and the seedings will probably be a failure.

          6.  Topdress every 2 months during  the first growing season with
74 kg/ha (66 Ib/acre) of nitrogen fertilizer.

          7.  Mowing should be done only as needed.  A reel-type mower is
more desirable than a rotary mower because of less damage to the mulch.

          8.  Watering until plant establishment will increase the rate
of bermuda grass spread and contribute toward greater success.
I/  "Stabilization of Roadsides with Bermudagrass," Department of Agron-
      omy, Mississippi State University, State College, Mississippi (Un-
      published) (1964).
                                  210

-------
                          VIII.   MAINTENANCE
          Because of the highly permeable and relatively sterile soils,
high rainfall, and subtropical temperatures, grass seedings should be
topdressed each spring vith 224 kg/ha (200 Ib/acre) of ammonium nitrate
or its equivalent.  For legumes, an application each spring of 336 kg/ha
(300 Ib/acre) of 0-20-20 fertilizer is recommended.  A soil test before
fertilizer application will determine if there should be any variation
in the kinds or amounts of fertilizer.

          At least twice a year, all roadside cuts, fills, medians, and
channels should be inspected to correct any failures of slope or vegeta-
tion.
                  IX.  SOURCES OF FURTHER INFORMATION
          Chairman, State Soil and Water Conservation Committee
          Stockville, Mississippi  39762
          601-323-1482

          Commissioner, Department of Agriculture and Commerce
          P.O. Box 1609
          Jackson, Mississippi  39205
          601-354-6563

          Department of Agronomy
          Mississippi State University
          State College, Mississippi  39762
          601-325-4181

          Director of Extension
          Mississippi State University
          State College, Mississippi  39762
          601-325-4434

          Director,  Southern Forest Experiment  Station
          701 Loyola Avenue
          New Orleans, Louisiana  70113
          504-527-6787
                                   211

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          President, Mississippi Association of Soil and Water
            Conservation District Commissioners
          Horn Lake, Mississippi  38637
          601-393-2961

          State Conservationist
          Soil Conservation Service
          Milner Building, Lamar and Pearl Streets
          Box 610
          Jackson, Mississippi  39205

          State Forester, Forestry Commission
          908 Robert E. Lee Building
          Jackson, Mississippi  39201
          601-354-7124
                       X.  ADDITIONAL REFERENCES
"The ABC's of Roadside Vegetation—An Informal Guide for Planting and Es-
  tablishing Permanent Roadside Vegetation," Research and Development
  Division, Mississippi Highway Department in cooperation with the Fed-
  eral Highway Administration, U.S. Department of Transportation, 43
  pages, April 1974.

"Critical Area Planting," Soil Conservation Service, Technical Guide,
  Section IV, Code 342, Jackson, Mississippi, 4 pages (1974).

Thompson, W. R., and H. D. Palmertree, "Mulches Improve New Turf Stands,"
  Weeds. Trees, and Turf. j6:48-50 (1967).
                                  212

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                            WEST VIRGINIA


                                                                 Page

Summary	     213

I.        Introduction	     213

          A.  Location of Demonstration Areas	     213
          B.  Climate	     215
          C.  Soils	     215

II.       The Problem	     216

III.      Description of Demonstrations	     217

          A.  Cut Slopes	     217
          B.  Fill Slopes	     218
          C.  Medians and Grassed Waterways	     220

IV.       Demonstration Evaluation and Recommendations ....     222

          A.  Cut Slope	     222
          B.  Fill Slopes	     227
          C.  Medians and Grassed Waterways	     228

V.        Sources of Further Resource Information	     232

VI.       Additional References	     232

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              WEST VIRGINIA—DEMONSTRATION AREA NUMBER 7

           HIGHWAY REVEGETATION IN THE APPALACHIAN MOUNTAINS


                                Summary
          In the Appalachian Mountains of West Virginia, the stony soils,
steep topography, intense summer thundershowers, cold winters, and alter-
nate freezing and thawing make for a harsh environment in which to estab-
lish vegetation.  Favorable factors for vegetation establishment are the
high rainfall, high humidity, and absence of soil toxins.  Soils are usu-
ally fine-textured and stony, low in nitrogen and phosphorus, and either
strongly acid or strongly alkaline.  Steep slopes of a grade of 1:1 should
usually be stair-step and left rough graded.  Cut and fill slopes should
be left rough to facilitate seedling establishment.  Seeding mixtures used
include the cool-season plants—Kentucky-31 fescuegrass, creeping red
fescuegrass, and annual ryegrass; as well as warm season plants—crown-
vetch, weeping lovegrass, and German millet.

          A mulch of straw, woodchips, bark, or woodfiber cellulose is
also used.  Of the mulches tested, straw is superior for enhancing the
rapid establishment of the perennial seedings.  If the  first seeding is
thin, a second seeding and fertilizing is recommended.  Selected shrubs
and small trees are also a recommended option  for highway roadside sta-
bilization.  In addition to the trees or shrubs, an overseeding at one-
half of the normal seed rate plus mulching  is  also recommended.
                           I.  INTRODUCTION
A.  Location of Demonstration Areas

          The specific demonstrations in  the Appalachian Mountain Region
are along converging Interstate Highways  77, 79, and 64 and Interchanges
in Kanawha County  (Figure 50).  They are  under various stages of construc-
tion in the vicinity of Charleston, the capital city of West Virginia.
The elevation of the area varies  from 174 to 804 m  (542 to 2,650 ft) and
is mostly steep and mountainous.
                                  213

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                       1-77
                       Parkersburg
                                                                1-79
                                                                Clarksburg
B.
C.
 LEGEND

Cut Slopes
1.  Tuppers Creek
2.  Edens Fork
3.  Edens Fork
4.  Frame

Fill Slopes
5.  Charles ton
6.  South Charleston
7.  New House Branch
8.  Frame and Amna

Medians
9.  Southwest of  Clio
West Virginia
Turnpike, 1-77
Princeton
Figure  50 - Location of  Experiments  or Demonstrations  in
                 Kanawha County, West Virginia
                              214

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B.  Climate

          The mean January temperature is 3.3°C (37.9°F) and the mean
daily July temperature is 25°C  (76.9°F).  Although there is wide varia-
tion among years, the average growing season is 186 days with the av-
erage date for the last killing frost occurring the last week in April
and the first killing frost about  the 3rd week in October.  The average
rainfall is 115 cm (45.8 in.),  and is normally greater during July and
August than for any other 2-month  period.

          Intense summer thunderstorms of short duration which cause
severe sheet erosion from disturbed areas, coupled with the high evapo-
transpiration, make it difficult to establish vegetation during the
summer months.  From November through March, low temperatures with
freezing-thawing conditions inhibit germination and seedling growth.
C.   Soils
          Two  soil  associations, Gilpin-Upshur-Vandalia and Clymer-
Dekalb-Gilpin, make up  86% of  all  soils within Kanawha County.  The
major  soils within  the  two associations are  Gilpin  (acid), Upshur
 (acid),  Clymer (acid),  and Dekalb  (acid)  soils series.  They were  de-
rived  from geologic parent thick beds  of  materials  consisting of red
shale  and acid sandstone,  and  thin interbedded strata of  acid gray
shale  and siltstone.  Moderately deep  to  shallow, these upland  soils
are well to excessively well drained.  Generally they are medium to
 fine textured  and with  mixed illite, kaolinite,  and vermiculite clay
mineral  fractions.

          The  surface horizons of  soils are  generally acid in reaction
with a pH of around 5,  low in  organic  matter and nitrogen, low  in  phos-
phorus,  and medium  to high in  potassium.   Because of the  high cation
exchange capacity associated with  the  clays, the calcium  and magnesium
levels are medium to high  even with the acid soil conditions.   Because
of the high rainfall and leaching, there  are no  apparent  toxic  elements
in the surface horizon.

          The  highway construction corridors involve massive cuts  into
bedrock  and soil materials, creating long and steep cut and fill slopes,
Thus,  on construction sites, the major soil  materials on  which  vegeta-
 tion is  to be  established  are  in decreasing  order,  parent materials,
 subsoils, and  very  small amounts of the surface  soil horizons.   (See
Figures  1 and  2, maps of soils and parent materials in  Section  I.)
                                   215

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 Soil  conditions  for the  different  demonstration and  experimental sites
 will  be  indentifled by a soil  series  complex name; i.e., Gilpin-Upshur,
 or Clymer-Dekalb.

           In the new U.S.  system of soil  taxonomy, the  four soil series
 are classified as  follows:

           Gilpin-Typic Hapludults,  fine-loamy, mixed, mesic
           Upshur-Typic Hapludalfs,  fine,  mixed, mesic
           Clymer-Typic Hapludults,  fine-loamy, mixed, mesic
           Dekalb-Typic Dystrochrepts,  loamy-skeletal, mixed, mesic

 (See  Section I for the extent  of the  soil Great Groups  of Hapludults,
 Hapludalfs,  and  Dystrochrepts.)
                           II.  THE PROBLEM
          The construction of interstate highways in the mountainous
topography of the Appalachian Mountain Region makes it necessary to
disturb tremendous areas and amounts of soil and rock materials.  Cut
and fill slopes are often long and steep.  Destroying the natural pro-
tective woody vegetation and exposing bare soil materials, during and
after construction, often results in severe sheet and gully erosion.
Erosion in drainage ditches and on medians is the principal source of
sediments.

          It is recognized that establishing a stable vegetative cover
is the best way to control erosion.  The low fertility of these soil
Great Groups, Hapludults, Hapludalfs, and Dystrochrepts, coupled with
their fine texture, freezing-thawing conditions, and torrential rain-
storms, have created severe restrictions on the establishment of pro-
tective vegetative covers.  Torrential rains and uncontrolled water
movement have caused severe sheet and gully erosion and subsequent
water pollution.

          Erosion on newly constructed cut and fill slopes after seed-
ing is allied with the poor vegetative cover caused by inadequate fer-
tilization.  Soil materials are consistently low in organic matter and
nitrogen; phosphorus varies in availability among soils, but soil acid-
ity is not considered a serious problem.  The poor persistence of the
                                 216

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vegetative cover from new seeding is attributed to a lack of mainten-
ance fertilizer.  Low soil nitrogen is a critical factor for grass per-
sistence, and leguminous plants might resolve this problem of low soil
nitrogen and degenerating vegetative cover.

          Because of the sparse vegetative cover on slopes covered with
these infertile soil materials and the accompanying erosion problems,
personnel of the West Virginia Department of Highways, in cooperation
with the U.S. Bureau of Public Transportation, initiated a research con-
tract to investigate methods of grading and establishing persistent veg-
etation on construction sites with research personnel of the Agronomy
Department of Virginia Polytechnic Institute and State University.
                  III.  DESCRIPTION OF DEMONSTRATIONS
A.  Cut Slopes

          Demonstrations were established on steep cut slopes at three
locations on 1-77 north of Charleston  (Figure 50).  The areas had been
contract seeded, but 2 or 3 years later the slopes were completely bare
and severely eroded.  One demonstration was established in  three loca-
tions within 5 km  (3 miles) of each other.  Slopes were generally cut
at 1:1  (A5 degrees, 1007.).  They usually had hard surface conditions
which was conducive to severe rill erosion.  Wood-fiber cellulose was
used in a water slurry to make seeds and fertilizer adhere  to the slope
surface.  Treatment variables involved fertilizer quantities, nitrogen
sources, chemical binders, grass species, multistep seeding, and mix-
tures and rates of seed.  It was extremely difficult  to establish vege-
tation because of adverse physical soil properties, infertility of the
soil and rock materials, and the cut grading method.  The experiments
were  in an  area where  the  subsoil and  parent material of  the Gilpin-
Upshur  soil complex are very low in  organic matter and nitrogen and
 low in  available  phosphorus  because  of the alkaline condition  (pH 7.5
 to 8.3) of  the  shale  soil  parent materials.  Soil potassium was medium
 to high and adequate  for growth.  The  dark reddish color  of the shale
and subsoil materials, coupled with  the  sunny  southwest exposures and
 low water infiltration capacity, made  it very  difficult to  establish
a persistent vegetative  cover for  erosion control.  The sunny  exposures
 of the  dark reddish  color  caused high  absorption of radiant energy, high
 temperatures, and droughty conditions.
                                   217

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          With conventional grading procedures here  (benches spaced in-
termittently on cut slopes), cuts are designed with  2.8- to 5.6-m  (10-
to 20-ft) width horizontal benches.  Such benches are spaced at inter-
vals of 5.6 to 14.7 m  (20 to 50  ft) along the cut slopes; the steepness
of the slopes behind the benches varies with the hardness of consolidated
materials.  For example, 1/4:1 slopes are permitted with hard sandstone
or limestone rock materials but  1:1 slopes behind benches are specified
for less consolidated materials.
          With the present method of grading, materials falling on the
benches usually remain in place except during extreme torrential rain-
storms.  Erosion from the basal slope, below the lowest bench, is usu-
ally more serious; however, severe rilling on cuts makes it difficult
to establish vegetation for erosion control in this area (Figure 51).

          Stair-step grading of cuts was initiated at three adjacent
locations near Frame in Kanawha County along 1-79.  A demonstration in-
volving different mixtures and dates of seeding, fertilizer rates, and
nitrogen sources was established on a stair-step cut, composed of alka-
line red shale subsoil and parent material of the Gilpin series in the
Gilpin-Upshur soil complex.  Two similar cuts were stair-step graded
and seeded by the contractor.
B.  Fill Slopes

          West Virginia and some other States generally construct smooth
hard surfaces (2:1 in steepness) on fill slopes by blading with a dozer
or blading and then tracking vertically with a dozer.  Although it is
easier to establish vegetation on such fill slopes than on cut slopes,
compaction of fill slopes causes low filtration and excessive runoff.
This along with the low fertility often causes seeding failures and
sheet and rill erosion.  To investigate this problem, demonstrations
were established on freshly constructed fill slopes and on old severely
eroded fill slopes with sparsely developed vegetation.

          One plant establishment demonstration was established on a
fill slope compacted by a sheepsfoot roller and seeded progressively
as it was being constructed.  Then a comparison was made with plant
establishment when a fill slope was bladed-tracked.
                                  218

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Figure 51 - A Steep Grade (2:1) in West Virginia was Given the Traditional Treatment of
      Smoothing, Fertilizing, and Seeding, but Failed for a Lack of Water-Control
       Structures and Insufficient Fertilizer and Mulch (Courtesy of Roy Blaser,
                 Virginia Polytechnic Institute and State University)

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          Additional demonstrations were established on rough, loose
slopes where rocks and soil materials were allowed to fall naturally
as fill slopes were constructed.  No mechanical equipment was allowed
on these fill slopes to assure a loose, friable, undulating surface.

          These demonstrations were at the following locations in the
vicinity of Charleston in Kanawha County:  four adjacent experiments in
South Charleston with a southeast aspect, 1-64 corridor; three adjacent
experiments near Newhouse Branch, all with a generally southeast ex-
posure, 1-77 corridor; and seven experiments (three with east and four
with west aspects) all in the general vicinity of Frame and Jordon's
Creek, 1-79 corridor (Figure 52).

          All but two of the fills were constructed of the reddish alka-
line (generally pH 7.5 to 8.3) subsoil and parent materials (Gilpin series
of the Gilpin-Upshur complex).  They were medium to high in potassium, low
in available phosphorus, and very low in nitrogen.  Two of the fills in
South Charleston were constructed from mixed sandy and silty subsoil and
parent materials (Dekalb series in the Clymer-Dekalb complex) that were
brownish in color, acid in reaction (pH 5.0 to 5.2), medium in calcium
and magnesium, low in phosphorus and potassium, and very low in organic
matter and nitrogen.  An abundance of porous sandstone made these soils
very droughty.

          The demonstrations were designed to obtain a vegetative cover
quickly and then shift to a persistent leguminous vegetation that con-
trols erosion and requires less maintenance.  Variables investigated
were:  fertilizer rates; nitrogen sources; companion species; both tem-
porary and permanent cool and warm season plant species; season of seed-
ing; seeding rate; organic mulches; and chemical binders.
C.  Medians and Grassed Waterways

          In mountainous areas such as Kanawha County, West Virginia,
there is often severe erosion in medians because of torrential rains
and high water flows during highway construction.  The waterways often
gully severely due to the construction designs of long, smooth and un-
interrupted slopes between drainage receptacles.

          The mixture of soil, subsoil, and parent materials (Gilpin-
Upshur soil complex) was slightly acid in reaction, low in available
phosphorus, low to medium in potassium, very low in organic matter and
nitrogen, and free of toxic elements.  The median surfaces were very
                                   220

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Figure 52 - On This Steep Fill Slope on the 1-79 Corridor Near Frame and Jordon Creeks in
   West Virginia, the Ditch and Berra on the Right Side of the Road were Constructed to
       Divert the Excess Water Away from the Adjacent Slope so it Could be Quickly
                 Vegetated (Courtesy of Roy Blaser,  Virginia Polytechnic
                             Institute and State University;

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 smooth, rock-free, and extremely compacted.  Two demonstrations were es-
 tablished in medians with east-west aspects on 1-79 near Clio (location
 No. 9, Figure 50).  The treatment variables investigated were:   sodding,
 jute matting, fiberglass, wood fiber, straw, and chemical binders.
            IV.  DEMONSTRATION EVALUATION AND RECOMMENDATIONS
 A.  Cut Slopes

           1.   Construction:   The steep slopes with smooth and hard  sur-
 faces with the bench-grading method in mountainous regions,  as described
 earlier,  are  difficult environments for establishing a vegetative cover.
 Even with several applications  of seed and  fertilizer,  it has been  found
 to be extremely difficult to establish vegetation because of the  rapid
 sloughing of  "soft" materials,  low water infiltration,  high  evaporation
 and low available soil water, especially on sunny slopes. Because  of
 the severe sloughing and  adverse environment for establishing vegeta-
 tion with this conventional  grading procedure,  grading specification
 should be amended.

           Cut slopes 2:1  or  steeper in erodible materials should  be of
 a  stair-step  design with  the ratio of  the vertical cut  distance to  the
 horizontal not to exceed  1:1.  The vertical  cuts should generally be
 not more  than 100 cm (40  in.).   The numerous  small steps  improve  water
 infiltration,  thus  impending the flow  of water  off the  cuts  (Figure 53).
 Also,  the sloughing  of soft  friable material  from the many small  ver-
 tical  steps that  falls and rests on the  horizontal steps  promotes seed
 and fertilizer coverage and  creates  a  favorable  environment  for germ-
 ination,  seedling growth, and rapid  establishment  of a  persistent veg-
 etation.   Stair-step grading also  stimulates  the encroachment  of  per-
 sistent leguminous vegetative cover  as crownvetch.  Accumulations of
massive sloughings, with water and mud spilling  over into dralnageways,
commonly  occurs with conventional grading.

          Cut  slopes,  2:1 or shallower, should be  graded  to  leave loose,
undulating, rough surfaces to increase water infiltration and  impede
water  flow.  Such rough and  loose surfaces make a  favorable  environment
for quickly establishing a vegetative cover.
                                  222

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                                     '
                                     '
[S3
ro

                                              •     - -
                                                 ^ .-•
                                                 .
.-r*
                 Figure 53 - On Cut Slopes of 2:1 and Steeper,  the Bench and  Stair-Step  Design of
                    Grading Permits the More Rapid Establishment  of Vegetation  for  Control  of
                             Sediment (Courtesy of Roy Blaser,  Virginia Polytechnic
                                        Institute and State University)

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          2.  Fertilizing vegetation;  Cut slopes should be seeded after
each 4.5-m (15-ft) excavation or every 2 weeks, whichever occurs first,
according to the Vest Virginia Department of Highways.  The soil materials
should first be analyzed for lime and fertilizer requirements.  Tests are
generally very reliable for lime and potassium diagnosis but overestimate
soil phosphorus availability for plants, as chemical fixation of phos-
phates in these alkaline soil materials is high.  Even though the surface
soils are often very acid, lime has not been needed because the under-
lying parent materials are usually alkaline.  Even when soil parent mate-
rials were quite acid, lime has not been needed to establish a persistent
cover of crownvetch; this is attributed to the high base saturation and
availability of cations in such soil materials and to the acid-tolerant
crownvetch.

          Excellent responses in plant growth for vegetative cover have
been obtained from liberal applications of nitrogen and phosphorus such
as with a 10-20-10 fertilizer.  A 10-20-10 fertilizer at 1,121 kg/ha
(1,000 Ib/acre) is recommended, as high rates of nitrogen and phosphorus
stimulate seedlings and subsequent growth to establish a vegetative cover
quickly; also, the phosphorus is needed for a persistent leguminous cover
such as crownvetch.  To establish a grassy protective cover quickly, lib-
eral nitrogen fertilization is necessary; later, leguminous plants may
encroach and persist and supply their own nitrogen.

          3.  Mulches and binding agents;  Mulching materials moderate
soil temperatures, improve and prolong moisture availability, and stabi-
lize soil and fertilizer materials.  They improve and speed up germina-
tion, seedling growth, and the establishment of a protective vegetative
cover to control erosion.  Organic mulches such as straw, woodbark, wood-
chips, and wood fiber have given decided improvements in establishing
persistent plant cover.  No one mulch is best for all situations.  For
example, wood-fiber cellulose, applied in a water slurry, is the only
mulch that adheres to soil to hold fertilizer and seed in place on 1:1
slopes and on steps.  On the other hand, this mulch, compared to others,
has a low rating during drought.

          Straw at 3,360 to 4,480 kg/ha (3,000 to 4,000 Ib/acre) along
with a suitable binding agent such as asphalt or wood-fiber cellulose
at 1,680 kg/ha (1.500 Ib/acre) should be used during the March and
September seeding season on cut slopes that are stair-step graded or
flatter than 2:1.  During the summer season or droughty periods (June
to July) straw is generally superior to wood fiber for germination and
obtaining a vegetative cover quickly.
                                  224

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          During the November to February season, when lov temperatures
make it impossible to establish protective plant covers, a long-lasting
plant cover can be provided with straw at 4,480 kg/ha (4,000 Ib/acre) or
more tacked with asphalt at about 1,875 liters/ha (200 gal/acre).  Wood-
bark and voodchips applied at 112 to 168 m3/ha (50 to 75 yd3/acre) are
excellent mulches that require no stabilization with binders on 2:1 cut
slopes.  Because of costs of application and availability of these
mulches, they should be used primarily during the winter months when
prolonged soil protection is necessary.  Another alternative is direct
sodding during the winter when temperatures permit.

          Binding agents (pectin, latex, asphalt, and rubber-like emul-
sions) used by themselves have been unsatisfactory for controlling ero-
sion or for helping to .establish a vegetative cover.  They are not usu-
ally needed during seasons which are favorable for seeding when protective
vegetative covers develop readily.  Suitable binders are needed, however,
to prolong the persistence of mulches during unfavorable seasons and to
aid in establishing vegetation.

          4.  Seeding;  Designated plant species of warm and cool season
origin are adapted to the environmental conditions on cut slopes in high-
way corridors in West Virginia when seeded during appropriate seasons  on
soil materials that have been adequately fertilized and mulched.  Seed
mixtures are planned  for various seasons of seeding.  All mixtures are
designed to:  (a) develop a protective grass cover rapidly with  tempor-
ary species;  (b) improve the density and persistence of the cover with
perennial grasses; and  (c) finally encourage plant succession to per-
sistent perennial legumes.  Grassy vegetation on cuts degnerates with
time because of the acutely low organic matter and nitrogen in  the soil
material.  Legumes like crownvetch and  sericea lespedeza  fix atmospheric
nitrogen for growth and give very persistent vegetative cover; however,
these  legumes establish slowly because  of poor seedling vigor.   The
legumes, white clover and birdsfoot trefoil, are quite  persistent  on
the more favorable  soil and moisture  environments, especially  for  cer-
tain medians.

           Species and rates  of  seeding  for various seasons  follow (Table
18):
                                   225

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                               TABLE 18

            RECOMMENDED SPECIES AND SEEDING RATES BY SEASON
                       FOR WEST VIRGINIA HIGHWAYS
                    Spring and Fall Seeding Seasons
          (1  March to 30 May,  and 15 August to 30 September)
         Species

 Kentucky-31 Fescuegrass
 Creeping Red Fescuegrass
 Annual Ryegrass
 Crownvetch
  51
  17
                                                Seeding Rate
  45
  15
   7
  15
                         Summer Seed ing  Season
                        (30 May to  15 August)^/
                                               Jseeding  Rate
         Species

Kentucky-31 Fescuegrass
Creeping Red  Fescuegrass
Weeping  Lovegrass
German Millet
Crownvetch
kg/ha

  51
  17
   6 or
  17
  17
Ib/acre

  45
  15
   5 or
  15
  15
                  Autumn and Winter  Seeding  Season
                     (30 September  to 1 March>£/
        Species
Cereal Rye
Creeping Red Fescuegrass
Kentucky-31 Fescuegrass
kg/ha

  67
  34
  22
                                                Seeding  Rate
Ib/acre

  60
  30
  20

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          5.  Additional seeding and fertilization:  If stands of vege-
tative cover are not dense enough to give a protective cover, a second
application of seed, fertilizer, and mulch should be applied during the
first subsequent favorable season.  After the initial seeding for bench
grading with steep, hard, and smooth cut slope surfaces, it is impera-
tive to apply one or more additional applications of fertilizer, seed,
and mulch as the partial stands that generally occur need to be improved
in density.  Additional applications of fertilizer and seed when needed
.stimulate a persistent leguminous vegetation such as crownvctch.

          Exhibits of additional (multi-step) applications are:

          a.  For initial seedins made during spring, apply a second ap-
plication of fertilizer, seed, and mulch in late summer and a third treat-
ment the following spring if the vegetative cover is unsatisfactory.  For
retreatments on existing stands of vegetation, apply approximately one-
half of the initial rates of fertilizer, seed, and mulch.

          b.  For initial seedings made during the late summer to early
fall, apply a second application in spring and a third in the subsequent
late summer if needed.

          c.  For initial seedings made during winter, make a second ap-
plication of seed and  fertilizer the next spring if  stands are poor, also
using the initial rates; rexnulch if necessary.
B.  Fill Slopes

          1.  Construction;  The most favorable conditions for establish-
ing a vegetative cover can be found on fill slopes, where the soil and
rock materials fall naturally to form loose, rough, undulating slope sur-
faces.  On the other hand, the common practices of blading or blading and
tracking to get smooth "pleasing" surfaces are objectionable for several
reasons:

          (a) Such slopes become severely compacted by dozers which also
form discrete hard clods that are severed from a continuous soil contact.
These conditions reduce the soil capacity for infiltration; hence during
heavy rains, surface waters flow rapidly down slopes to cause severe sheet
and gully erosion.  It is difficult to establish protective vegetative
cover quickly on such slopes.  Several applications of seed, fertilizer,
and mulch are usually needed to get a suitable plant cover.
                                   227

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           (b)  Erosion  rills  inadvertently  occur when  these  operations
 leave  channels  to  concentrate  water movement,

           The  desirability of  loose,  rough fill slope  surfaces when  rock
 and  soil materials fall naturally  as  fills are  made, as  compared  to  tracked
 slopes, was verified on 1-79 during construction in 1974U   After  a heavy
 7.5-cm (3-in_)  rain, there was  severe shoot and p,tilly  erosion of  around
 800  nit/ha  (400  tons/acre) on a  tracked  2:1 fill slope.   After the .slope-
 was  reworked,  relracked, seeded, and  properly mulched, a 2.5-cm  (1-in.)
 rain several days  later caused  severe erosion of all of  the mulches  and
 chemical binders.  After fitting the  slope a third time,  a  vegetative
 cover  under favorable  weather  conditions was established.   A similar 2:1
 fill slope with  loose  rough  surfaces  and no mechanical equipment  tra-
 versing the slopes absorbed  the water from the  heavy rains, and no ap-
 preciable  water  runoff and erosion resulted.  A persistent  vegetative
 cover  was  obtained on  this slope irrespective of the mulching treatments.

           During construction,  it  is  strongly recommended that fill  slopes
 be left rough and  loose as described  and that they be seeded to obtain
 vegetative cover every 2 weeks  or  at  intervals  of 3-m (10-ft) lifts, which-
 ever occurs first.

           2.  Establishing vegetation:  The  recommendations given for lime,
 fertilizer, mulch, seed mixtures,  and dates  of  seeding for  cut slopes ap-
 ply  to fill slopes.  It is easier  to  establish  vegetation on fill than on
 cut  slopes; however, the multi-step procedure of reapplying seed, fertili-
 zer  and mulch should be followed when initial stands are too sparse  to
 control erosion.   Sericea lespedeza may be  substituted for  crownvetch,
 especially on sunny slopes.  If the former  is used, it should be  seeded
 only during the late winter to spring season (Figures 54 and 55).
C.  Medians and Grassed Waterways

          1.  Construction:  Slope surfaces of medians should be left
with a rough surface condition.  Lime and fertilizer materials should
be incorporated by tillage to a depth of 7.5 to 15 cm (3 to 6 in.).
Tillage reduces runoff, channelization of waters, and erosion; and
water infiltration and moisture conditions are improved for quickly
developing a vegetative cover.

          Drainageways should be constructed to have flat bottom sur-
faces about 1 m (3.2 ft) wide rather than "V"-shaped ditches that con-
centrate and accelerate the water flow to cause severe erosion.  When
                                 228

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                                                                                               -
-


            Figure 54 - A Fill Slope on Which  the Soil has Just Been Overcast and Allowed  to  Seek Its
                Own Angle of Repose is a Better Plant Bed Than One That has Been "Manicured" With
                       Heavy Equipment (see Figure 55).   (Courtesy of  Roy Blaser, Virginia
                                   Polytechnic Institute and State University)

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Figure 55 - The Same Fill Slope as in Figure 54 That has Been Benched and Seeded.  The
  top strip is annual ryegrass, middle strip is weeping lovegrass,  and the dark strip
   at the bottom is German millet (photo taken 2 months after seeding).   (Courtesy of
           Roy Blaser,  Virginia Polytechnic Institute and State University)

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little water flow is anticipated, the drainageways may be seeded with-
out special erosion control measures.  Where considerable water flow
is expected, sod from adapted plant species, or jute, fiberglass, or
other suitable netlike materials may be used.  Sodding is a superior
treatment for waterways.  Jute or other netting materials must be in-
stalled with complete soil contact to force water flow over the nets.
Waterflow under the nets can cause erosion and vegetation failures.
Fiberglass should be stabilized with asphalt applied at 1,875 to 3,750
liter/ha  (200 to 400 gal/acre).

          2.  Establishing vegetation;  The  lime, fertilizer and mulch-
ing recommendations given  for cut slopes should be used also for medians
and grassed waterways.  The seeding  rates given for  creeping red fescue-
grass and Kentucky-31 fescuegrass for the spring  to  fall and the summer
season should be reversed.  For medians to be mowed, white or ladino
clover at 4.5 kg/ha (4  Ib/acre)  should be substituted for crownvetch.

          Recommendations  for establishing trees  and shrubs on  critical
areas in West Virginia  include the species of multiflora rose,  wichurai-
ana rose, autumn olive, black locust, Hall's honeysuckle, coralberry,
shrub lespedeza, and Virginia pine.   Spacing should  be 1 x 1 m  (3  x 3  ft)
for shrubs  and  2 x 2 m  (6  x 6 ft) for trees.  Overseed the planted area
with a grass or a  grass-legume mixture at half of the usual seeding rate,
to stabilize the soil until the  trees or  shrubs become large enough to
be protective.  On some steep slopes or on highly erosive soils, a com-
plete surface mulch is  also necessary.

          Procedures to establish protective vegetation on the  roadsides
of West Virginia arc cogently summarized in  this  way:

          a.  Test  the  soil to determine  lime requirements and  fertilizer
needs.

          b.  Select a  mixture of grasses and legumes adapted to the  soil
and climate.

          c.  Determine the best mulch to use considering slope and sea-
son of the  year.   (Hydromulch  for steep cut  slopes,  straw for erosive
embankments.)

           d.  Apply lime,  seed,  fertilizer  and hydromulch with  a hydro-
seeder.   The application  of straw mulch requires  a straw blower.
                                  231

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              V.   SOURCES OF FURTHER RESOURCE INFORMATION
          Department of Agronomy
          Virginia Polytechnic Institute and State University
          Blacksburg, Virginia  24061
          703-951-6305

          Office of Research and Special Studies Division
          West Virginia Department of Highways
          1900 Washington Street East
          Charleston, West Virginia  25301
          304-348-3339

          Roadside Development Division
          West Virginia Department of Highways
          1900 Washington Street East
          Charleston, West Virginia  25301
          304-348-3338

          Soil Conservation Service
          1422 Federal Building
          500 Quarrier Street
          Charleston, West Virginia  25304
          304-343-6181, Ext. 232
                      VI.  ADDITIONAL REFERENCES
Blaser, R. E., and J. Woodruff, "The Need for Specifying Two- and Three-
  Step Seeding and Fertilization Practices for Establishing Sod on High-
  ways," Highway Research Board, Washington, B.C., Highway Research Record.
  246:44-49  (1968).

Green, J. T., Jr., R. E. Blaser, and H. D. Ferry, "Establishing Persistent
  Vegetation on Cuts and Fills Along West Virginia Highways, 92 pages (1973),

Haught, 0. L., "Geology of the Charleston Area," West Virginia Geological
  Survey Bulletin 34 (1968).

Henderlong, P. R., "Establishing and Maintaining Plant Cover Along High-
  ways," West Virginia Department of Highways, SRC-26 (1968).
                                   232

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Perry, H. D., J. T. Green,  and R.  E.  Blaser,  "Establishing Vegetation on
  Steep Slopes Concurrently with and  Subsequent to Highway Construction,"
  Interim Report (1974).

Soil Conservation Service,  Critical Area Planting Standards,  Section IV-A,
  West Virginia, 2 pages (undated).

Staff, Guide for design in cut section through rock,  Design Drawing No.  7,
  West Virginia Department of Highways (1964).

Staff, Stand specifications—rocks and bridges, West Virginia Department
  of Highways (1972).

Staff, West Virginia Department of Highways:   Supplemental Specifications
  (1974).

West Virginia Department of Highways, Personal Communication to R. E.
  Blaser, dated 7 October 1974.
                                   233

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                               VIRGINIA
Summary	     235

I.        Highvays	     235

          A.  Introduction	     235
          B.  The Problem	     238
          C.  Demonstrations	     239
          D.  Evaluation and Recommendations	     240

II.       Waterway and Dam Protection	     250

          A.  Introduction	     250
          B.  Vegetation Stabilization Procedures	     250
          C.  Additional Guidelines	,	     253

III.      Sources of Further Resource Information	     254

IV.       Additional References	     255

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                 VIRGINIA—DEMONSTRATION AREA NUMBER 8

         VEGETATING HIGHWAY CORRIDORS IN THE PIEDMONT PLATEAU


                                Summary
          Soils in the Piedmont Plateau are in general well drained,
highly leached, low in plant nutrients, and acid.  Favoring the rapid
establishment of vegetation are the moderate temperatures and adequate
precipitation.  The soils on the demonstration site are highly erosive
and are classified as the soil Great Group of Hapludults.  Lime is usu-
ally necessary on soils testing below pH 5.5; without lime the redtop
grass dominates the seeded vegetation, and it soon dies.  In general,
lime, nitrogen, and phosphorus are required to quickly establish a
stand of vegetation.  A mulch, net, or successful chemical binding
agents is also necessary after a seeding to hold the soil in place
until the plants become firmly established.  A straw mulch has proved
superior to all others tested.  Kentucky-31 fescuegrass has been the
best perennial cool-season grass for stabilizing slopes when adequate
lime, fertilizers, and mulch have been used.  On soils of low fertility
and on south slopes,  redtop grass and weeping lovegrass are most ef-
fective.  Effective annual crops include rye, wheat, annual ryegrass,
and German millet.  Crownvetch and sericea lespedeza are perennial
legumes that are used on slopes, not mowed, but  seedling vigor is low.
Documentation  is also given for rapid establishment of vegetation on
a grassed waterway, pond embankment, and spillway.
                             I.  HIGHWAYS
A.  Introduction
           1.  Location:  Within  the  Piedmont Plateau  the specific demon-
 strations  are located along highways U.S.  58 and U.S.  360 in Halifax
 County  located  in  central  southern Virginia about  170 km (110 miles)
 southwest  of Richmond adjoining  the  State  of North Carolina  (Figure 56).
 The  county, roughly  triangular in shape, has an area  of about 208,384 ha
 (520,960 acres); elevations range from about 90 to nearly 180 m  (300 to
 600  ft); the main  drainage areas are Dan,  Roanoke, Banister, and Hyco
 Rivers,  which receive waters  from numerous creeks  and intermittent  streams,
                                  235

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CO
                   Experiments with establishing vegetation on bare cut slopes.
                   Reseeding cut slopes with sparse vegetation.
                   Establishing vegetation on embankments and a waterway.
                    N
                                                                                            	VIRGINIA
                                                                                            NORTH  CAROLINA
                             Figure  56  -  Location of Demonstrations on Establishing
                                 Roadside Vegetation in Halifax County, Virginia

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          U.S. Highway 58 crosses the southern part of the county In an
east-to-vest direction, and U.S. 360 crosses the central part of the
county from northeast to southwest*

          2.  Climate;  The mean January temperature ranges from 3.3 to
8.3°C (38 to 47°F) and the mean daily July temperature ranges from 22.8
to 27.2°C (72 to 81°F).  The frost-free days range from 180 to 240 days.
The last killing frost in spring generally occurs during the 1st week in
April and the 1st killing frost in autumn occurs on about 30 October, but
there is much variation among years.  The average annual rainfall is about
107 cm (42 in.) with rather uniform monthly distribution.

          Difficult periods for establishing vegetation are during the
midsummer months of drought when monthly evapotranspiration is often
double the amount of rainfall.  Low temperatures and freezing soils
during the late autumn and winter months inhibit germination and growth
of seedling plants.

          3.  Soils;  The soils are acid in reaction, low in fertility,
and highly erosive when disturbed.  Calcium and phosphorus are very low.
Under the naturally acid conditions of surface soils and subsoils, high
soluble aluminum, low calcium, and low phosphorus inhibit the growth of
most of the grasses and legumes used for obtaining vegetative covers.
In addition,  on disturbed soils, low soil organic matter allied with
poor soil structure inhibit water infiltration, thereby augmenting the
erosive processes.  Soil organic matter is low, resulting in the release
of very small amounts of nitrogen for plant growth.

          Granites, gneisses, and mica schist are  the principal bedrock
materials underlying  soils in most parts of Halifax County.

          The processes of physical, chemical, and biological weathering
have reduced  the  bedrock to soft pliable material which varies  from place
to place.  This material has given  rise to  soils of the  Cecil, Appling,
and Durham  series.

          According to the new  U.S.  system  of  soil  taxonomy,  these  three
soil series are classified as  follows:

          Cecil - Typic Hapludults,  clayey, kaolinitic,  thermic
          Appling - Typic  Hapludults,  clayey,  kaolinitic,  thermic
          Durham  - Typic Hapludults,  fine-loamy,  siliceous,  thermic
                                    237

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 B.  The Problem

           During highway construction in the Piedmont Plateau,  grading
 specifications generally call  for 1:1 slopes on cuts, resulting in hard
 and smooth surfaces.   Seeding  for vegetative cover was generally delayed
 until highway construction  was nearly complete, and such  delays caused
 vertical rilling from uncontrolled water movement.   This  made  it very
 difficult to establish a protective vegetative cover.

           The seeding specifications for the highway construction corri-
 dor made by contractors or  by  personnel  of the Virginia Highway Department
 consisted of 561 to 674 kg/ha  (500 to 600 Ib/acre)  of a 10-6-4  fertilizer
 and a seeding mixture of redtop,  creeping red fescuegrass, chewings  fescue-
 grass,  orchardgrass,  and red clover.  A  straw mulch is used  for both cut
 and fill slopes.  Specifications  for medians were similar, except that a
 redtop--creeping red  fescue--chewings fescue--white clover mixture was
 used.  Fertilizer and seed  were applied  in a slurry with  a hydromulcher.

           Cut elopes  were staked  on 60-cm (2-ft)  centers, and the stakes
 protruded about  25 cm (10 in.)  to hold the straw  mulch in place.  A  light
 spray of asphalt as a binder was  often applied with the straw mulch.

           These  grading and seeding practices obtained fair  results  in
 establishing protective vegetative covers  on fill slopes and medians.
 Reseeding and refertilizing, however,  were often  necessary to develop
 a  persistent vegetative cover.  On the other hand,  the usual fertilizer,
 seed, and mulch  treatments  usually failed  to give a  satisfactory  vegeta-
 tive  cover to control  erosion on  cut  slopes.   Several  reapplications of
 seed  and  fertilizer improved the vegetative  cover but  even with  retreat-
ments,  steep cut  slopes with sunny  exposures  often had  sparse vegetation
and severe  erosion.   In a final effort to  obtain a  suitable plant cover
on  the  cut  slopes, various woody  species adapted to  these infertile  soils
were hand planted.  The plant cover developed  too slowly for erosion con-
trol purposes and  so was not satisfactory.

          The poor vegetative cover did  little  to control erosion.  This
resulted  in coarse-grained particles being deposited in the highway con-
struction corridor and  fine materials being  transported further downstream,
causing pollution.  To resolve these problems,  the Virginia Highway Re-
Search Council entered into a research agreement with  the Virginia Poly-
technic Institute and  State University.
                                   238

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C.  Demonstrations

          Several sites on the westbound lanes of U.S. 58 in the vicinity
of Turbeville were used for establishing demonstrations to solve the prob-
lems of successful establishment of persistent vegetative covers.  All cut
slopes were established on a grade of 1:1 and "smooth11 graded; seeding
practices were generally delayed until construction was nearly finished.
This delay resulted in slope erosion caused by an erodible soil and smoothly
graded steep slopes.  These factors added to the difficulty of establishing
vegetation.  The cut slope faces ranged from 5 to 15 m (16 to 50 ft) in
height.  Slopes, generally more than 90 m (300 ft) in length, were selected
to apply treatment variables on plots 4 to 6 m (12 to 20 ft) wide parallel-
ing the slope face.  The treatment variables were replicated and subjected
to statistical analyses.

          A soil sample to a depth of 15 cm (6 in.) was taken on a reddish,
friable clay loam subsoil (Cecil series) and sent for chemical fertility
testing.  The test results were as follows:  CaO, K^O, and Fo°5 vere a11
very low; however, MgO was high.  Organic matter content was near nil;
hence, nitrogen was near zero.  The soil was very acid, with pH 4.6.

          Demonstrations were  established on bare soil on 1:1 cut slopes.
The objectives were: (a) to obtain a vegetative cover quickly, and  (b)  to
obtain a persistent cover requiring little maintenance.  The  following
variables were investigated:

           1.  Rates of applying lime.

           2.  Rates of apply N-P-K fertilizers.

           3.  Slowly available and soluble  sources  of N.

           4.  Single versus  several applications  of N-P-K.

           5.  The  adaptation of perennial grasses and legumes  for de-
signing  seed mixtures.

           6.  The  use  of  companion  species.

           7.  The place of  temporary  species.

           8.  The differential responses  of plant species to lime and
 fertilizer.
                                   239

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          9.  Mulching treatments including nets.

         10.  Using wood stakes to hold straw in place.

         11.  Establishing lateral grooves across slopes 8 to 10 cm (3
to 4 in.) deep and 35 to 50 cm (14 to 20 in.) apart.

         12.  Other experiments with similar Piedmont soils but at dif-
ferent locations also investigated these factors and included topsoiling,
grading methods, and erosion control during all seasons by altering seed-
ing mixtures, and prolonged soil cover with special mulching practices.


D.  Evaluation and Recommendations

          1.  Grading;  Cut slopes should be as flat as practical, pre-
ferably 2:1 or less.  Steeper slopes should be stair-step graded or left
serrate with about 30-cm (1-ft) serrations.  Shallower cut slopes should
have "rough," loose surfaces leaving stones and rocks in place to give
varying slope exposure and microenvironments.  Such slope conditions im-
prove water infiltration, give some seed, lime, and fertilizer coverage
to speed up germination and seedling growth.  Such conditions have been
especially favorable for establishing crownvetch, a persistent legume
requiring no maintenance for many years.  Establishing a vegetative cover
quickly is the best way to arrest erosion.

          Seedings should be made about weekly or as gradings of 3- to
5-m (10- to 15-ft) vertical sections are ready.  It is better to estab-
lish vegetation right after grading as delays cause soil crusting or
erosion, resulting in a very adverse environment for establishing vege-
tation.

          Pursuing these procedures avoids the need for topsoiling.  Top-
soils in this region are generally of poor quality and difficult to iden-
tify.  They are also sources of weed seeds.  Topsoiling often causes de-
lays in seeding and may allow seeds of weed species to grow and shade out
more desirable persistent species.

          2.  Liming;  Liming the reddish Piedmont subsoil materials
(Cecil series) increases the soil pH and precipitates soluble aluminum,
adds calcium, and improves phosphate availability (Table 19).  Grasses
and legumes that need lime on these soils are Kentucky-31 fescuegrass,
Kentucky bluegrass, creeping red fescuegrass, orchardgrass, perennial
                                  240

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                                              TABLE 19
LIMING AND FERTILIZING TO ESTABLISH VEGETATIVE



•L. 1
COVER FOR
EROSION CONTROL!/
Analysis of Soil
Quantity of Material Applied^'
Phosphorus
kg/ha
25
49
448
25
49
112
224
Ib/acre
22
44
400
22
44
100
200
Lime
kg/ha
0
0
0
2
2
2
2
tons /acre
0
0
0
2
2
2
2
Acidity
(PH)
4.5
4.5
4.5
7.4
7.6
6.9
6.8
Phosphorus
Available
kg/ha
11
18
161
7
19
143
222
Ib/acre
10
16
144
6
17
128
198

Total
ppm
329
312
744
171
229
888
1,319
Soluble
Aluminum
me/ 100 e of Soil
2.10
1.80
3.18
0.0
0.0
0.0
0.0
a/  McKee et al.  (1965).
!>/  Nitrogen and  potassium were  uniformly applied  over all  treatments.

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ryegrass, bermuda grass, cereal grains (used as companion crops), crown-
vetch, birdsfoot trefoil, and clovers.  Sericea lespedeza and redtop grass
are tolerant of the low calcium--high soluble aluminum in such red sub-
soils, but often also respond to lime.  A Kentucky-31 fescue—redtop grass
mixture becomes dominated by fescuegrass in a limed soil to form a persis-
tent cover; without lime, redtop dominates the vegetative cover, while
fescuegrass soon dies.  Redtop is an undesirable shallow-rooted, short-
lived species.

          Liming of acid soil materials in the Piedmont Plateau adds cal-
cium and sometimes magnesium as a neutralizing agent, reduces acidity,
and decreases toxic soluble aluminum, making it possible to grown crown-
vetch.  A finely ground dolomitic, agricultural limestone (around 30%
magnesium carbonate and 70% calcium carbonate) applied at the rate of
4.5 mt/ha (2 tons/acre) has generally been adequate.  Surface applica-
tions of lime have been successful; however, stands develop into a dense
persistent cover much faster when lime is incorporated by tillage opera-
tions or if surfaces are loose or stair-step graded to obtain natural
incorporation of lime.

          3.  Fertilization;  Because of the very low availability of
phosphorus and soil nitrogen in these red to yellowish subsoils (Cecil
and Appling series), seedling growth responses and vegetative cover were
hastened by liberal applications of N and P2®5'  ^n tnc presence of lime,
excellent vegetative covers with strong root systems to inhibit erosion
were obtained within 6 lo 8 weeks.  However, about 6 months after seeding,
when applying a 10-20-10 fertilizer at 1,120 kg/ha (1,000 Ib/acre), the
vegetation (predominately Kentucky-31 fescuegrass) became yellowish and
stunted, causing canopy cover to become sparse.  This depressed growth
occurred because of the low soil organic matter and nitrogen.  A second
application of a 10-20-10 fertilizer at 560 kg/ha (500 Ib/acre) about
6 months after seeding stimulated growth and improved the density of
the vegetation.  On a soil low in phosphorus, roadside vegetation es-
tablishment is a failure without phosphorus fertilizer (Figure 57).
The most persistent cover occured, however, when a third application
of fertilizer was applied a year after the second application.  As an
alternative, an excellent persistent vegetative cover was generally
obtained when applying around 179 kg/ha (160 Ib/acre) of N from a slow-
release ureaformaldehyde nitrogen source along the initial application
of 10-20-10 fertilizer.  Responses in color and growth of grass were
apparent several years after application.
                                 242

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S3
-•

   Figure  57  -  Both Plots Received the Same Treatments Except That on the Right no Phosphorus Fertilizer
                was Applied.  Vegetation establishment was a failure.  (Courtesy Roy Blaser,
                             Virginia Polytechnic Institute and State University)

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           4.   Mulches,  nets,  and binding agents:   Good mulches  (a)  in-
 crease infiltration of  water  into soils; (b)  moderate  temperatures;  (c)
 decrease evaporation and prolong periods of favorable  moisture;  and  (d)
 stabilize surface soils and fertilizer in place while  seeds  are  germin-
 ating and developing a  protective cover.

           Of  all mulch  materials tested on steep  1:1 slopes  with hard,
 smooth surfaces, straw  and wood-fiber cellulose gave the  best vegetative
 cover.  Binding agents  such as  asphalt, latex,  and other  chemicals used
 alone were unsatisfactory. They gave results similar  to  no-mulch treat-
 ments.  Nets  varying in mesh  size and weight  were very unsatisfactory,
 as erosion started in areas where there was no  soil contact.  The major
 problem was water movement under the  nets rather  than  over the surface.

           The least erosion and best  vegetative cover  occured when the
 slopes were grooved on  the contour before applying lime,  fertilizer,
 seed,  and mulch.  Straw mulch applied at 3 to 4 mt/ha  (1.5 to 2.0 tons/
 acre)  and held in place with  an asphalt spray,  net, or with  string, gave
 the best vegetative cover in  a  shorter period of  time  than any other
 mulch.  Wood  fiber at 2 mt/ha (0.85 tons/acre)  was the next  best mulch.
 During the favorable seeding  seasons  either wood  fiber or straw mulch
 were satisfactory;  but  during moisture stress periods  or  for prolonged
 protection of the soils,  straw,  woodbark,  or  voodchips at about  170
 m/ha2  (550 yd/acre2)  were the best mulches.

           Chemical  agents to  bind  wood fiber, straw, or woodbark were of
 negligible value on slopes  that  were  the most difficult to vegetate.  Of
 all binding agents  tested,  asphalt on straw has given  the best response.

           5.   Seed  mixtures;  Seed mixtures should be  designed to obtain
 a  protective  soil cover,  e.g., a rapidly developing canopy to inhibit
 raindrops  from dispersing soil  fines  that  plug  the channels  through which
water  moves into soils.   Simultaneously, strong root systems from adapted
 plants bind soil materials  together to minimize erosion.  Seeding mixtures
 should be  designed  for  the  soil  environments  including moisture, pH, and
mineral nutrient status;  latitude; altitude; biological factors such as
diseases and  insects; season  of  seeding; and  local slope  environments.

          More fertilizer,  seed, and more adequate mulching are required
on hot sunny  slopes than  on cool shady ones.  Sunny slope exposures en-
counter sharply  higher  temperatures than shady ones because of high in-
tensities of  radiant energy.  The high temperature in turn causes high
evaporation and  transpiration.  Droughty conditions then  inhibit germin-
ation, seedling  growth,  and vegetative development.  Thus, hot sunny
slopes require more fertilizer,  seed,  and better mulching than do cool
shady slopes.

                                   244

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          Seed mixtures should have small amounts of temporary species
(annual ryegrass, cereal grains, or German millet) that provide a vege-
tative cover quickly; the species will vary with season of seedling.
Excessive amounts of temporary species give a quick vegetative cover,
but later the soil often becomes bare and eroded because desirable per-
ennials that start slowly were shaded and killed.

          Tall fescuegrass (cultivar Kentucky-31) is a hardy perennial
that is better adapted to the wide array of environmental factors than
any other cool season grass (Table 20).  Redtop has been included in
mixtures because it gives a vegetative cover quickly, especially under
acid soil conditions high in soluble aluminum; however, this species is
short-lived.  Weeping lovegrass, a warm season perennial, seeded during
the warm frost-free spring to early summer season is the best grass for
adverse (dry and hot) cut slope environments.  It responds to lime and
needs to be fertilized liberally with P2°5 an<* N*  Excellent stands are
being obtained in the corridor of major and secondary highways in the
Piedmont Plateau.  Cut slopes in major and secondary highway corridors
in the Piedmont regions seeded with a hydroseeder In a wood-fiber mulch-
fertilizer—lovegrass seed slurry have developed excellent vegetative
cover quickly.  Common bermuda grass seeded with tall fescue mixtures
contributes to the vegetative cover on "hot slopes" where it is often
the dominant species in canopy cover.  On shady slopes, however, the
cooler temperatures and more favorable moisture cause tall fescuegrass
to suppress bermuda grass.

          Cool season grasses,  such as bluegrass, creeping red  fescue-
grass and bromegrass, and legumes such as red and white clover are not
adapted to the harsh soil environment and droughty period with high  tem-
peratures.  The  low organic matter and low  soil nitrogen result in slow
growth and degeneration of grass  sods unless nitrogen  fertilizer is ap-
plied or perennial legumes are  seeded to  fix nitrogen.  Annual  lespedeza
is well adapted  to the infertile  soil conditions  in  the Piedmont; but
its short  (5 months) season of  growth and  fine shallow decaying roots
allow severe erosion during the winter.  The perennial legume,  sericea
lespedeza, is exceptionally well  adapted  to the highly infertile red
and yellowish soils and subsoils  in the Piedmont  Plateau.  The  primary
problem with this legume  is its slowness  in developing stands because
of slow seedling growth the 1st year.  For  bare  cut  slopes, it  is nec-
essary to  lime and fertilize  to establish a cover with such perennial
grasses as tall  fescuegrass;  later sericea  lespedeza plants from  early
and delayed germination will  develop a very persistent protective cover
which requires a little maintenance for many years  (Figure 58).
                                   245

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                               TABLE 20

            RECOMMENDED SPECIES AND SEEPING RATE BY SEASON
                         FOR VIRGINIA HIGHWAYS
                    Spring and Fall Seeding Seasons
        (15 February to 15 May, and 1 September to 15 October)

                                                Seeding Rate
Kentucky-31 Fescuegrass
Creeping Red Fescuegrass
Annual Ryegrass
Sericea Lespedeza
55
11
11
Ib/acre

  50
  10
  10
  30
                         Summer Seeding Season
                       (15 May to 1 September)—'
                                              b/
Kentucky-31 Fescuegrass
Creeping Red Fescuegrass
Weeping Lovegrass
German Millet
Sericea Lespedeza
                                                Seeding Rate
kg/ha
55
11
6 or
17
34
Ib/acre
50
10
5 or
15
30
                   Autumn and Winter Seeding Seasons
                      (15 October to 15 February).!::/
Cereal Rye
Creeping Red Fescuegrass
Kentucky-31 Fescuegrass
                                               Seeding Rate
kg/ha
67
22
44
Ib/acre
60
20
40
a/  Crovmvetch and lespedeza should be inoculated at 10 times the rate
      normally recommended by the manufacturers.  Crovmvetch at 22 kg/ha
      (20 Ib/acre) may be substituted, especially on cool slopes and with
      liberal and incorporated lime and phosphorus.  A soil pH of 5.8 or
      higher is desirable for crownvetch.  Redtop at 2.2 kg/ha (2 Ib/acre)
      may be added; this grass thrives under acid-high aluminum soil con-
      ditions.
t>/  Do not use lovegrass later than 1 August; it would be best to seed the
      Sericea lespedeza or crownvetch the subsequent spring.
c/  Increase seeding rates to 507o after 15 November; also overseed with
      crownvetch at 22 kg/ha (20 Ib/acre) or sericea lespedeza at 33 kg/ha
      (30 Ib/acre) the next spring.
                                 246

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                     I



Figure 58 - With no Maintenance Application of Lime and Fertilizer on a Piedmont Plateau 1:1 Slope,
  Sericea Lespedeza is Crowding Out Kentucky-31 Fescuegrass, and Native Trees and Shrubs are Re-
         placing the Sericea Lespedeza (Courtesy Roy Blaser, Virginia Polytechnic Institute
                                        and State University)

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          6.  Additional seeding and fertilization:  The application of
additional seeding and fertilization is usually essential for obtaining
a suitable vegetative cover on steep cut slopes with hard, smooth surfaces,
With rough, loose and undulating surfaces one application of fertilizer,
seed, and mulch may be adequate.  However, when using a total of 1,680
kg/ha (1,500 Ib/acre) fertilizer in a single application with a liberal
seeding rate, better and more persistent vegetative covers are obtained
by splitting the application (two-thirds at seeding, the remainder later).
Sunny slopes should usually receive additional applications.  Split ap-
plications are recommended for seedings made during unfavorable growth
periods; also the multi-step principle assures the development of per-
sistent vegetation.  The multi-step method allows for reseeding legumes
when initial stands are inadequate.

          Examples of multi-step applications are:

          a.  For initial seedings made during spring, apply a second ap-
plication of fertilizer, seed, and mulch in late summer.  If the vegeta-
tive cover is unsatisfactory, apply a third treatment the following spring,
The retreatments, pending stands of vegetation, may approximate one-half
of the initial rates.

          b.  For initial seedings made during the late summer or early
fall, make a second application in the spring.  If needed, a third ap-
plication should be made the following summer.

          c.  For initial seedings made during winter, make a second ap-
plication of seed and fertilizer during the next spring if stands are un-
satisfactory.  Remulch if necessary, also.

          7.  Sparse vegetation:  The common occurrence of unsatisfactory
or a degenerating vegetation on cut slope environments in the Piedmont
region soon after seeding is now explainable by research findings.  Lime
was not specified for seeding in highway construction corridors; hence,
the acid soil conditions, low calcium,  and high soluble aluminum depressed
all species used in seeding mixtures, except possibly redtop grass.

          Redtop grass is short-lived and not persistent.  The low rate
of fertilization and the low amount of phosphorus in the 10-6-4 fertili-
zer, coupled with the acid soil conditions without liming, resulted in a
very low availability of phosphorus and inadequate nitrogen.  Tall fescue,
a hardy persistent grass, was in a developmental stage and had not been
used in mixtures; also weeping lovegrass and sericea lespedeza are more
recent developments (Figure 59).  The poorly adapted grasses used in the
mixtures degenerated.

                                  248

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s


               Figure 59  - Weeping Lovegrass has Been Successively Established  on  a Grooved,
                            South Slope in About 2 Months from Time of Summer Seeding
                                   (Courtesy Roy Blaser, Virginia Polytechnic
                                         Institute and State University)
1:1

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          The improving of the sparse vegetation in the highway corridor
was accomplished in two ways.  Liberal applications of fertilizers high
in N and ?2°5 (10-20-5) were recommended and used to thicken the sparse
vegetative cover to give erosion protection.  Later based on research,
sericea lespedeza was seeded into sparse stands of grass.  This was done
before erosion occurred; lespedeza established quickly as the sparse
grass and other vegetation did not shade out lespedeza.  It was also ob-
served that natural woody vegetation in the absence of mowing encroached
naturally to give variable aesthetically desirable persistent vegetative
cover.
                   II.  WATERWAY AMD DAM PROTECTION
A.  Introduction
          The construction of ponds or lakes in watersheds to detain the
flow of water, and the stabilization of waterways with persistent vege-
tation can cause deposition of transported sediments and deter erosion,
soil depletion and other sediment problems.  Clean water stored in the
ponds or lakes is useful to industry, agriculture, and local communities
of the area.
B.  Vegetation Stabilization Procedures

          A grassed waterway, pond embankment, and a spillway in Halifax
County, Virginia, on the U.S. Plywood Corporation property 2 miles east
of South Boston were seeded in early autum 1960 (Figure 56).  The pro-
ject was supervised by personnel of the Soil Conservation Service.  The
Helena and Wilkes soil series, formed from weathering of mica gneiss and
associated rocks, were described as nonfertile, being highly acid in re-
action and very low in phosphorus and nitrogen.

          The range of channel gradients (percent) and permissible water
velocities for various vegetative covers in waterways recommended by the
Virginia Soil and Water Conservation Commission (1974) are shown in Table
21.

          The pond with embankment and spillway and the jute waterways
are shown (Figure 60) soon after seeding with specifications by Virginia
Soil and Water Conservation Commission (1974) and Vaden (1966).  Speci-
fications for seeding were:
                                  250

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                               TABLE 21
          THE RELATIONSHIPS OF VEGETATION, CHANNEL GRADIENT.
            AND PERMISSIBLE (NONEROSIVE) VELOCITY OF WATER
                         IN GRASSED WATERWAYS
   Vegetative Covers

1.  Bermuda Grasak/
2.  Reed Canarygrass
    Fall Fescuegrass
    Kentucky Bluegrass

3.  Grass-Legume Mixtures
A.  Red Fescuegrass
    Redtop
    Sericea Lespedeza

5.  Annuals:
      Annual Lespedeza
      Small Grains (Bye,
        Oats, Barley)
      Ryegrass
Range of Channel
 Gradients (7.)

    0 to 5
    5 to 10
    Over 10

    0 to 5
    5 to 10
    Over 10

    0 to 5
    5 to 10

    0 to 5
    0 to 5
                                                        Permissible
                                                        Velocity of
                                                           Water
ft/sec
6
5
4
5
4
3
4
3
m/ sec
2
2
1
2
1
1
1
1
2.5
2.5
a/  To be used only below stabilized or protected areas.
b/  Recommended varieties of bermuda grass are Tufcote, common, U3,
      Midland, and Coastal.
                                   251

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Figure 60 - Erosion Control in Grassed Waterways, Pond Embankments and Spillway in Halifax County,
         Virginia (Piedmont Plateau).  Excellent stands  of grass seedlings developed in jute-
           lined waterways and straw-mulched embankments. Later, excellent vegetative cover
            resulted from the lime and fertilizer treatments and the adapted Kentucky-31
                  tall fescuegrass seeding. (Courtesy of Soil Conservation Service)

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          1.  The separate application of A.5 to 6.7 mt/ha (2 or 3 tons/
acre) of finely ground limestone and 1,121 kg/ha (1,000 Ib/acre) of 45%
triple superphosphate or its equivalent disked in to a depth of 7.5 cm
(3 in.)«  Separately and before the last disking, 1,121 kg/ha (1,000 lb/
acre) of a 10-10-10 fertilizer was applied.

          2.  The seed mixture included about 80 kg/ha (70 Ib/acre) of
Kentucky-31 tall fescuegrass and 2.2 kg/ha  (2 lb) of white clover.
Sericea lespedeza at 22 kg/ha (20 Ib/acre) was added with spring seed-
ings and overseeded in the spring for seedings made during the autumn.

          3.  Small grain straw as a mulch was applied at 3.4 to 4.4
mt/ha (1-1/2 to 2 tons/acre) and was anchored either with asphalt emul-
sion or by a mulch anchoring tool ( a cut-away disc set flat that em-
bedded the straw into the soil).

          4.  The soil was rolled with a corrugated roller before and
after seeding; for the jute-lined waterways  one-half of the  seed was
applied before and one-half after laying the jute.  Topsoiling  is not
generally recommended in  the Piedmont and was not used  for  this project.

          The jute lining in the waterways  was  installed  as  recommended
by  the Virginia  Soil and  Water  Commission  (1974):

          1.  The waterway was  shaped and  graded to handle  the  expected
waterflow.

          2.  All rocks over 3.75 cm  (1.5  in.)  in diameter  and  other  ma-
terial were removed,  leaving a  loose,  smooth soil for  good  mat-soil con-
tact  to avoid water movement under  the mat.

          3.  Matting was laid  from the  top of  the  channel  or  slope and
unrolled downgrade  so  that  one  edge of  the strip coincided  with the chan-
nel center.

          4.  A  second  strip  of jute  matting was laid  parallel  to the
 first,  on  the other side  of the channel,  with at least a 5-cm (2-in.)
 overlap.
 C.  Additional Guidelines

           Based upon experience gained in establishing the grassed water-
 way, and in vegetating the dam and spillway, Joseph Vaden of the Soil
 Conservation Service recommends these additional procedures:
                                  253

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          1.  Bury the upper end of the jute strips in a trench 10 cm
 (4 in.) or more deep.  Tamp the trench full of soil.  Reinforce with a
 row of staples driven through the jute about 10 cm (4 in.) downhill from
 the trench.  These staples should be about 25 cm (10 in.) apart.  Then
 staple the overlap in the channel center.  These staples should be 90
 to 120 cm (3 to 4 ft) apart.  The outside edges may be stapled similarly
 at any time after the center has been stapled.

          2.  Succeeding strips of matting, farther down the channel or
 slope, are secured in a similar manner.  Where one roll of jute matting
 ends and another roll begins, the end of the top strip should overlap
 the trench where the upper end of the lower strip is buried.  Make the
 overlap at least 10 cm (4 in.) and staple securely.

          An exceptionally good sod cover of Kentucky-31 fescuegrass
 developed in waterways, embankments, and on the spillway.  White clover
 failed to make a significant contribution and should be omitted from
 future seed mixtures.  Although sericea lespedeza was not used for
waterways, it should be used, as its deep roots resist washouts, and
 the top growth slows water movement while also bending downhill and
causing a "shingling" protective effect.
             III.  SOURCES OF FURTHER RESOURCE INFORMATION
          Department of Agronomy
          Virginia Polytechnic Institute and State University
          Blacksburg, Virginia  24061
          703-951-6305

          Environmental Quality Engineer
          Virginia Department of Highways
          1221 East Broad Street
          Richmond, Virginia  23219
          804-770-4304

          Halifax County Extension Office
          Box 757
          Halifax, Virginia  24558
          804-476-2895
                                  254

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          Highway and Transportation Research Council
          Department of Highways and Transportation
          Box 3817
          University Station
          Charlottesville,  Virginia  22903
          804-977-0290

          Soil Conservation Service
          Federal Building
          400 North 8th Street
          P.O. Box 0026
          Richmond, Virginia  23240
          804-782-2457
                      IV.  ADDITIONAL REFERENCES
Berkley, D. G., R. E. Blaser, and R. E. Schmidt, "Effect of Mulches on
  Microclimate and Turf Establishment," Agricultural Journal, 57;189-
  192 (1965).

Blaser, R. E., "Soil Mulches for Grassing," National Academy of Science,
  Highway Research Board, Roadside Development, 1030:15-20 (1962).

Blaser, R. E., "Principles for Making Up Seed Mixtures for Roadside Seed-
  ings," National Academy of Science, Highway Research Board, Roadside
  Development, 1120:79-84 (1963).

Blaser, R. E., and W. H. McKee, "Regeneration of Woody Vegetation Along
  Roadsides," Highway Research Record, 161:104-115  (1967).

Blaser, R. E., G. W. Thomas, C. R. Brooks, G. J. Shoop, and J. B. Martin,
  Jr., "Turf Establishment and Maintenance Along Highway Cuts," Highway
  Research Board, Washington, D.C., Roadside Development. 9,213:5-19 (1961).

Blaser, R. E., and C. Y. Ward, "Seeding Highway Slopes as Influenced by
  Lime, Fertilizer, and Adaptation of Species," Highway Research Board,
  Washington, D.C., Roadside Development. 61.3:21-39  (1958).

Blaser, R. E., and J. Woodruff, "The Need for Specifying Two- and Three-
  Step  Seeding and Fertilization Practices for Establishing Sod on High-
  ways," Highway  Research Board, Washington, D.C., Highway Research
  Record,  246:44-49  (1968).
                                  255

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Buol,  S. W., Editor,  "Soils  of  the  Southern  States and  Puerto  Rico," A
   Joint  Regional  Publication by the Agricultural Experiment  Stations of
   the  Southern  States and  Puerto Rico Land-Grant Universities  with Coop-
   erative Assistance  by the  Soil Conservation  Service,  USDA, 105  pages
   (1973).

Carson,  E. W.,  Jr., "The Responses  of Lespedeza Cuneata to Nitrogen and
   Grass Associates,"  Master  of  Science Thesis, Virginia Polytechnic In-
   stitute  (1963).

Carson, E. W.,  Jr., and R. E. Blaser, "Establishing  Sericea Lespedeza on
   Highway Slopes," Highway Research Board, Washington,  D.C., Roadside De-
   velopment. 1030:3-14 (1962).

Green, J. T., Jr., J. M. Woodruff,  and R. E. Blaser,  "Stabilizing Dis-
   turbed Areas  During Highway Construction for Pollution Control," Final
   Report, Agronomy Department,  Virginia Polytechnic  Institute  and State
   University, 84  pages (1973).

Jurney,  R. C.,  S. 0.  Perkins, R.  E. Devereux,  S. S.  Obenshain, E. Shulkcum,
   and G. W. Patterson,  "Soil  Survey of Halifax County,  Virginia," Bureau
   of Chemistry  and Soils,  Series  1934, No. 5, 56 pages  (1938).

McKee, W. H., R. E. Blaser, and D.  W, Barkley, "Mulches  for Steep Cut
   Slopes," Highway Research Board,  Highway Research  Record. ^:35-42
   (1964).

McKee, W. H., Jr., and R.  E.  Blaser, "Fertilizer Maintenance as Related
   to Sod Degeneration and  Encroachment of Woody Species," Research Report,
  Virginia Polytechnic  Institute  Research Division,  pp.  28-321 (1967).

McKee, W. H., A. J. Powell, Jr.,  R. B. Cooper, and R. E. Blaser,  "Micro-
  climate Conditions  Found on Highway Slope Facings as  Related to Adapta-
   tion of Species," Highway Research Board, L3JD9:38-43  (1965).

McKee, W. H., R. E. Blaser, A. J. Powell,  R.  B. Cooper, U. Yadar, and
  P. Boashart, "The Establishing and Maintenance of Vegetation on Various
  Environments Along Interstate Highways," Annual Report, Virginia Agri-
  cultural Experiment Station in cooperation with the Virginia Council of
  Highway Investigation and Research and U.S. Bureau of Public Roads,  60
  pages (1965).

Shoop, G. J., C. R. Brooks, R. E. Blaser,  and G. Thomas, "Differential
  Responses of Grasses and Legumes  to Liming and Phosphorus Fertiliza-
  tion," A^r^cjjUuraj^OTjrnal, £3:111-115  (1961).
                                 256

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Van Dine, J. W., and W. F. Sledjeski, "Soil Survey of Charlotte County,
  Virginia," Soil Conservation Service, USDA in cooperation with Virginia
  Polytechnic Institute and State University, 97 pages (1974).

Woodruff, J. M., J. T. Green, and R. E. Blaser, "Weeping Lovegrass for
  Highway Slopes in the Virginias," Highway Research Board, Washington,
  D.C., Highway Research Record, 41^;7-14  (1972).

Woodruff, J. W. and R. E. Blaser, "Establishing Crownvetch on Steep Slopes
  in Virginia," Highway Research Board, Washington, D.C., Highway Research
  Record. 335:19-28 (1970).

Vaden, J. H., "Vegetative Protection for Water Storage in Virginia," pre-
  sented at  the Annual Meeting of the Soil Conservation Society of America,
  Albuquerque, New Mexico, 15-17 August 1966.

"Virginia Erosion and Sediment Control Handbook," Virginia Soil and Water
  Conservation Commission, P.O. Box  1163,  Richmond, Virginia  23209, April
  1974.
                                  257

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                             MASSACHUSETTS
Summary	•	   259




I.        Introduction	   259




II.       Soils	   262




III.      Grasses and Legumes	   263




IV.       Woody Plants	   266




V.        Mulches and Fertilizers	   268




VI.       Crownvetch	   269



                                                                   tT\
VII.      Sources of Assistance	    *"'•*




VIII.     Additional References	    274

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              MASSACHUSETTS—DEMONSTRATION AREA NUMBER 9

                          ROADSIDE VEGETATION


                                Summary
          Massachusetts is characterized by cool temperatures, a humid
moisture regime throughout the year, and acid soils of low fertility.
The soils are classified in the extensive Great Group of Haplorthods.
Soil tests have invariably indicated a need for lime, nitrogen, phos-
phorus, and potassium fertilizers.  Recommended seeding mixtures vary
vith the decision to mow or not to mow.  In general, shrubs are favored
over grasses because the area is a forest and shrub environment.  Shrubs
that are capable of fixing atmospheric nitrogen through symbiosis are
preferred.

          Research results documented  throughout the State of Massachusetts
in this manual include a comparison of woody plant species near Gardner,
Walpole, and Merrimac; variable mulches and fertilizers on the growth of
Hertz juniper near Erving; and a comparison of dates of seeding for crown-
vetch near the town of Granville  (Figure 61).
                           I.  INTRODUCTION
          The State of Massachusetts lies at a latitude mostly north of
the 42nd parallel.  Except for Cape Cod, adjacent coastal areas, and the
Connecticut River Valley, Massachusetts is hilly to mountainous, with
elevations mostly between 152 and 610 m (500 and 2,000 ft).

          The climate is variable due to the fact that it lies in the
storm path of the prevailing westerly winds that cross the United States
and encircle the world at middle latitudes.  The winds may be cold and
dry from the Arctic region or warm and moist from the Gulf of Mexico.
Variability of climate is also due to the proximity of the Atlantic
Ocean and differences in elevation within the State.  During summer
when the westerly winds are weak, gentle ocean breezes often blow
from the east.i'
I/  "Climates of the States, Vol. I, Eastern States," National Oceanic
      and Atmospheric Administration, U.S. Department of Commerce, 480
      pages, pp. 175-191  (1974).
                                  259

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10
&
O
          Figure 61 - Locations Where Research  Results  are  Documented as Discussed in the Summary

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          Average annual temperatures vary from 8°C (46°F) in the west-
ern mountains to 9°C (49°F) in the central hills to 10°C (50°F) near the
Atlantic Coast.  The highest temperature on record was 41°C (106°F) and
the lowest -37°C (-24°F).  The growing season varies from 120 to 200 days.
These temperatures place the State of Massachusetts in "Plant Hardiness
Zone 5" -29° to -23°C (-20 to 10°F).  The State is also placed mostly in
Plant Growth Region 27 (See Section III).

          Precipitation averages from 102 to 127 cm (40 to 50 in.) a
year, and monthly means are between 8 and 10 cm (3 and 4 in.).  Droughts
are extremely rare with most monthly totals of rainfall varying from 50
to 200% of normal.  At least 0.03 cm (0.01 in.) of precipitation falls
on an average of 1 day in three.  Intensity of rainfall is normally
mild; however, the heaviest is received during summer thundershowers.
Snowfall varies directly with elevation and ranges between 64 to 203 cm
(25 to 80 in.) a year.  The number of days with fog varies from 15 to
100, and the number of clear days per year is between 90 and 120.  Per-
centage of possible sunshine is from 45 to 60.  Relative humidity is
usually high, with monthly means mostly 60 to 807..

          Climatic factors favorable for the establishment of adapted
vegetation are the high relative humidity, the even distribution of pre-
cipitation each month of the year, and the moderate accumulation of snow-
fall that protects plants from extremes of temperature.  Unfavorable cli-
matic factors for establishing vegetation are glaze ice formation, frost
heaving, and occasional hailstorm, and an occasional summer drought.  Ice
storms that produce glaze on vegetation is a deterrent to successful es-
tablishment and maintenance of plants, especially woody plants, on dis-
turbed soils.  Another climate-related restraint to vegetation establish-
ment is "heaving" of plants.  This phenomenon consists of the formation
of ice crystals near the roots and crown of plants and the growth of
such crystals from the bottom.  The net result is that plants are  forced
out of the ground with the ice crystals where their roots desiccate and
die.

          A serious constraint on the successful establishment of vege-
tation on roadsides and other disturbed soils is the low  fertility acid
soil conditions and low water-holding capacity of the soils.  The latter
limitation, however, is ameliorated by the uniform distribution of ade-
quate precipitation, coupled with high relative humidity.
                                  261

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           The ecological  environments  of climate  and  soil  in  the  State
 of Massachusetts  are conducive to tree and  shrub  vegetation.  To  estab-
 lish and maintain grasses and legumes  on roadsides  in such an environ-
 ment requires the application of lime  every 3  to  5  years to maintain
 the soil pH at about 6.5  and  fertilizer to  raise  the  levels of N,  P,
 and K perhaps five times  above their present levels.   Periodic mowing
 is necessary for  maintaining  grasses and legumes.   Most of the research
 results  reported  here will therefore relate to shrubs.
                               II.   SOILS
          The  soil  order  of  Spodosols  is  the predominant  soil in all
 six Nev  England  States as well as  in northern Wisconsin,  northern
 Michigan, and  northeastern New York.   The most  extensive  soil Great
 Group  of the Spodosols is Haplorthods, comprising  297,020 km2 (114,680
 miles2)—3.27.  of the  land area of  the  United States.

          Undisturbed Haplorthods  are  well-drained soils  characterized
 by  the presence  of  a  strongly acid organic  layer 5 to  10  cm  (2 to 4
 in.) thick underlain  by a light gray sandy  (albic) horizon of compar-
 able thickness,  resting on a dark  brown horizon consisting principally
 of  amorphous organic matter  plus aluminum,  and  sometimes  iron.  All
 horizons are strongly acid to medium acid,  low  in  lime, and  low in es-
 sential  plant  nutrients.  Haplorthods  are moist throughout the year
 and throughout the  profile except  that they may be dry for less than
 45  days  a year.   The  soil temperature  regime of Haplorthods  consists
 of  a mean annual  temperature at a  50-cm (20-in.) depth of less than
 8°C (47°F), and a difference in mean annual temperature of winter
 and summer at  this  depth  of  more than  5*C (9°F).  Entic Haplorthods
 is  the soil family  to which  all 13 soil series  belong  that are dis-
 cussed here in relation to establishing vegetation on  roadsides in
 Massachusetts.

          The  relatively  cool temperature,  acid reaction, and small
 reserve  of available essential elements in  Haplorthods make  the es-
 tablishment of vegetation difficult.  In  contrast, the moist soil
 profile  during most of the year favors vegetation establishment.
Annual precipitation of 102  to 127 cm  (40 to 50 in.) falling as gen-
 tle rain or snow, and high humidity because of  the proximity to large
 bodies of water, assure more infiltration,  low  evaporation, and low
 transpiration.
                                 262

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                       III.  GRASSES AND LEGUMES

          Where grasses and legumes are to be used to vegetate highway
cuts, fills, and medians it is necessary to follow these guidelines if
successful establishment is expected:

          1.  Divert excess surface water from the planting site by di-
version terraces above the slopes and, on long slopes, at recommended
intervals.

          2.  Protect the area from fire, grazing, and trampling by
people.

          3.  Shape the final grade to a 3:1 slope or flatter.

          4.  Make a seedbed 10 to 15 cm (4 to 6 in.) deep and leave
the surface rough enough to provide a good medium for seed germination.

          5.  Send a representative soil sample to a chemical soil test-
ing laboratory.

          6.  Add whatever lime is recommended according to soil test
results, for the particular grass-legume mixture specified.  Mix the
lime with the soil to the depth of the seedbed.

          7.  Add the amount and kind of chemical fertilizer indicated
by the soil te*t and mix to seedbed depth.  (Do not permit lime and
fertilizers to come in contact with each other because of loss of ni-
trogen) .

          8.  Seed the grass-legume mixture with a specialized grass
seed drill, if the slopes permit; if not, use a hand  seeder and rake
seed into the soil.  A hydroseeder is also satisfactory  (Figures 62
and 63).  If the area is to be mowed, the most commonly  recommended
grasses and legumes are red fescuegrass, fine leaf fescuegrass, Durar
hard fescuegrass, tall fescuegrass, annual ryegrass,  weeping lovegrass,
ladino clover, and alsike clover.  If no mowing is planned, perennial
ryegrass, red fescuegrass, and crownvetch are recommended.—'  Black
\l  Hottenstein, W. L., "Highway Roadsides," In:  Turfgrass Science.
      A. A. Hanson, and F. V. Juska, editors, American Society of
      Agronomy, Madison, Wisconsin, 715 pages, pp. 603-637  (1969).
                                  263

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0

                                                                                      ; -  -
                                                                                     ~
                                                                                   • >  '

                                                                                     •  •

                                                                     1  •            -.. \
                                                                                        *N« .  *•

                                                                                __^ -"-
                                                                                .
                                                                                        "***•

                                                                                V  "• "'**

                                                                         v     • •  v- •  >.-  •'
                                                                                -    :^->^
            Figure 62 - A Hydroseeder Spreading a Mulch and Seed Slurry on a Fill Slope  on Route
                          81 South of Winchester, Massachusetts (see  Figure 63)
                                (Courtesy of University of Massachusetts)

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tn
      Figure 63 - A Close-Up  of  the Same Kind of  Hydroseeding  Operation as  in Figure  62,  on Route 659
                 Near  Harrisonburg, Massachusetts (Courtesy of University of Massachusetts)

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locust can also be established from seed, along with the grasses, but only
away from the road.—'

          9.  Add the recommended amount and kind of mulch.  In Massachusetts
voodchips are usually the most suitable.  Woodchips can be made from nearby
whole trees up to a diameter of 51 cm (20 in.) with a "Total Chipharvester"
and spread by a "Chip Spreader" to a depth of 2.5 cm (1 in.).  This depth
will involve a quantity of 255 m/ha^ (135 yd/acre^).  For effective sedi-
ment control, mulch should be applied as soon as final soil grade has been
established.  Permanent seedings can then be made during the proper season*

         10.  Maintain vigor of grasses and legumes by adding any lime fer-
tilizer as directed by an annual soil test.


                          IV.  WOODY PLANTS^/
          Eleven woody plant species that are climatically adapted to
Massachusetts were planted on each of three roadside sites, then mulched
with 7.5 to 10 cm (3 to 4 in.) of woodchips.  All plantings were estab-
lished during May and June of 1970 and evaluated at the end of the second
growing season in 1971.  The plantings were made on three moist soils
series belonging to the soil family of Entic Haplorthods (least fertile),
sandy, mixed, mesic.

          Location, slope, and soil series information for the plantings
are as follows:

          1.  Central northern Massachusetts near Gardner, on a north-
facing 2:1 fill slope of Charlton loam along State Highway No. 2.

          2.  Central eastern Massachusetts near Walpole, on a west-
facing 2:1 cut slope of Gloucester loamy sand along Interstate Highway
95.
If  Zak, J. M., et al., "The Rise of Adaptable Plant Species for Roadside
      Cover in Massachusetts," Roadside Development Report 23-R5, Univer-
      sity of Massachusetts, Amherst, prepared for the Massachusetts De-
      partment of Public Works and the U.S. Department of Transporation,
      Federal Highway Administration, 160 pages, February 1972.
2/  Zak, J. M., J. Troll, and L. C. Hyde, "Direct Seeding of Woody Plant
      Species Under a Wood Chip Mulch Along Highways," Roadside Develop-
      ment Report 21, December 1971.
                                   266

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          3.  Northeastern Massachusetts near Merrimac  on an east-facing
2:1 cut slope of Merrimac sandy loam along Interstate Highway 95.

          The 11 woody plant species used were:

          1.  Autumn olive;
          2.  Bayberry;
          3.  Bearberry;
          4.  Bittersweet, oriental;
          5.  Cedar, red;
          6.  Indigo bush;
          7.  Inkberry;
          8.  Larch, Japanese;
          9.  Locust, bristly;
         10.  Plum beach; and
         11.  Sweet fern.

          Survival percentage was highest for most species on the north-
facing fill slope on Charlton loam near Gardner.  There are three reasons
for this:

          1.  North slopes are more moist and cooler than other aspects.
Also, plants on these slopes are slower to start growth in early spring
and therefore, are not injured as much by frost.

          2.  Soils on fill slopes are usually deeper, more fertile, and
more moist than the materials on cut slopes.  The additional water comes
from highway runoff.

          3.  Charlton loam on the fill slope contains more silt-plus-
clay than Gloucester loamy sand or Merrimac sandy loam in the cut slopes.
The additional fines supply more nutrients and provide better water/air
relations to the plant root zone.

          Very little growth of any species occurred the 1st year; but
during the second growing  season, all species grew well.  Autum olive,
bayberry, beach plum, bearberry, bristly locust and indigo bush grew
more rapidly on the Merrimac sandy loam than on the Gloucester loamy
sand or Charlton loam.

          Because of their slow growth on all three sites, beach plum
and bearberry are not recommended on any upland sites away  from coastal
areas.  Previous research  at the University of Massachusetts has indi-
cated that both species are ecologically well adapted to low elevations
along the Atlantic Ocean,  especially on Cape Cod.
                                   267

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          Bristly locust and Indigo bush are legumes and, as with all
legumes, have the characteristic of fixing atmospheric nitrogen in sym-
biotic relationships with specific bacteria.  Certain nonlegumes also
possess this valuable characteristic.  Included in this research were
autumn olive, bayberry, and sweet fern, which, although not legumes,
have the ability to fix atmospheric nitrogen in symbiosis with speci-
fic bacteria.

          The 8- to 10-cm (3- to 4-in.) layer of woodchips that was
spread on all three planting sites provided excellent erosion control.
They were expected to be effective until the woody plants got large
enough to protect the soil against surface erosion.
                      V.  MULCHES AND FERTILIZERS


          A 3-year experiment was conducted to test four kinds of mulches
and four fertilizers on the growth of Hertz juniper.  The site was a south-
facing 4:1 cut slope of Gloucester sandy loam on State Highway No. 2 near
Erving, Massachusetts, in the central northern part of the State.

          The mulches were:

          I.  Hay at the rate of 2.2 mt/ha (1 ton/acre).

          2.  Fiberglass mat, 6 mm (1/4 in.) thick and 1 m2 (1 yd2),
slit to the center and placed around each Hertz juniper plant.  Hay
mulch was placed between the fiberglass mats to cover the slope com-
pletely.

          3.  Woodbark to a depth of 5 cm (2 in.).

          4.  Woodchips to a depth of 5 cm (2 in.).

          Within each mulch treatment there were five randomized fertili-
zer treatments, each replicated 10 times.  The four fertilizer treatments
were:

          1.  Bone meal (2-27-0) at the rate of 5.4 kg/m2 (10 lb/yd2).

          2.  Slow-release water-soluble fertilizer (16-8-6) in a per-
meable plastic packet weighing 56.7 g (2 oz); "Eeesy-grow" used at the
rate of one packet per plant.
                                  268

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          3o  Slow-release fertilizer (20-10-5) in a tablet weighing
21 g (Agriform)^vused at the rate of one tablet per plant.

          4.  Water-soluble liquid fertilizer (Fer-mel)  (18-18-18),  used
at the rate of 50 ml/plant (1 pt/plant) of a mixture of 6 kg of fertili-
zer in 1,000 liters (5 Ib of fertilizer in 100 gal.) of water.

          5o  Control (no fertilizer).

          Survival of all plants was excellent.  Growth during the 1st
year was slow on all treatments.  At the end of the third growing season,
these conclusions were made:

          1.  Woodbark was superior to other mulches, as measured by
height and diameter growth of the test plant, Hertz juniper.

          2.  Woodchips were almost as desirable as woodbark (Figures 64
and 65).

          3.  Fiberglass with mat-hay mulch produced plants that were
slightly better than those with hay alone, but the difference was not
significant,,

          4.  Hay alone was the least effective mulch, probably because
of the weed seeds in the hay.

          Plants given the slow-release 20-10-5 tablet of Agriform were
superior in height to those receiving other fertilizers. Next in re-
sponse were plants that received the slow-release 16-8-6 "Eeeasy-grow"
plastic packet, bone meal, water-soluble 18-18-18 liquid, and control
(no fertilizer).
                            VI.  CRCWNVETCH
          Crownvetch is a sprawling herbaceous legume with a profusion
of pink flowers that has a very wide climatic adaptation to Plant Hardi-
ness Zones 3, 4, 5, 6, and 7 (see Section III).  It will grow on dry,
infertile soils on road cuts but grows best on well-drained fertile mat-
erials soil.  Crownvetch will not thrive on wet or strongly acid soils.
It grows to a height of 30 to 60 cm (12 to 24 in.).  Roots are perennial
but the tops die each winter and mat down to form a protective soil mulch
during the dormant season.  Propagation is by crowns and seeds.
                                  269

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-
             Figure 64 - In Wooded Areas Such as Massachusetts,  Local Trees and Shrubs Can Readily
                   be Chipped for Use as a Mulch to Stabilize Surface Slopes Until Perennial
                      Vegetation is Well Established (Courtesy of John Zak, University of
                                              Massachusetts)

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• -
--•
               Figure 65 - Woodchips and Woodbark Can be Spread Uniformly by a Mechanical Spreader

                   on Construction Slopes (Courtesy of John Zak, University of Massachusetts)

-------
           Seeds are often so slow in germinating that  crownvetch does
 not become well-established during the  most  critical season, which  is
 immediately after construction activities  have been conducted.  Once
 established, however,  crownvetch is vigorous and aggressive and there-
 fore an excellent perennial for ground  protection and  sediment control.
 To overcome the deficiency of slow establishment,  research plots with
 several companion crops  were established on  Hollis stony  fine sandy
 loam,  a member of the  family of Entic Lithic Haplorthods  which is
 loamy and  moist.   The  plots were on a roadside,  west-facing, 2:1 cut
 slope,  17  m (55 ft)  in height,  in central  northern Massachusetts near
 Granville.   No topsoil was applied.

           The treatments consisted of a uniform application of 2.2  mt/ha
 (1 ton/acre) of agricultural limestone  and 900 kg/ha (800 Ib/acre)  of
 0-20-20 fertilizer per acre.   On 11  December 1968,  the crownvetch (vari-
 ety Penngift) was inoculated with the appropriate  bacteria, hand seeded
 at the  rate of 20 kg/ha  (18 Ib/acre), and  covered  lightly by hand raking.

           Companion  crops that  were  seeded in separate plots and their
 seed rate  per acre comprised:

           1.   Ryegrass,  22 kg/ha (20 Ib/acre);

           2.   Creeping red fescuegrass, 22 kg/ha (20 Ib/acre);

           3.   Kentucky-31 tall  fescuegrass,  22 kg/ha (20  Ib/acre);

          4.   Rye, cereal,  28 kg/ha  (25 Ib/acre); and

          5.   Check  (no  companion crop).

          After seeding,  the  entire  area was mulched with 2.2 mt/ha (1
 ton/acre) of  hay.

          All  companion  crops germinated quickly and formed a protective
cover for the soil.  The  crownvetch  developed much more slowly, but at
the  end of  the 3rd year  it  represented  from 85 to 98% of  the total ground
cover.

          Based upon other research  by  the University of Massachusetts,
 the  best seeding date  for crownvetch is April  to July, and the second
best months are November  and December.  Other  research in all highway
districts of Massachusetts  on seven  soil series  indicated that crown-
vetch can be  established most quickly with potted plants  (one plant
                                  272

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per 3 in. peat pot).  Reproduction by bare-root crowns was  second  best,
by a comparison of 92 to 767. survival, respectively.
                      VII.  SOURCES OF ASSISTANCE
          Bureau of Transportation, Planning and Development
          Massachusetts State Department of Public Works
          100 Nashua Street, Morton Building
          Boston, Massachusetts  02114

          Commissioner of Agriculture
          100 Cambridge Street
          Boston, Massachusetts  02202
          617-727-3000

          Department of Plant and Soil Sciences
          College of Food and Natural Resources
          University of Massachusetts
          Amherst, Massachusetts  01002
          415-545-2243

          Director, Agricultural Experiment Station
          University of Massachusetts
          Amherst, Massachusetts  01002
          413-545-2771

          Director of Extension
          Univeristy of Massachusetts
          Amherst, Massachusetts  01002
          413-545-2666

          Massachusetts Association of Conservation Commissions
          506  Statler Office Building
          Park Square
          Boston, Massachusetts  02116
          617-542-1584

          Massachusetts Association of Conservation Districts
          211  Westboro Road
          Grafton, Massachusetts  01536
          617-839-5301
                                   273

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           Northeastern Forest  Experiment  Station
           U.S.  Porest Service
           6816  Market Street
           Upper Darby, Pennsylvania  19082
           215-352-5800

           State Conservationist
           Soil  Conservation Service
           27-29 Cottage Street
           Amherst, Massachusetts   01002
           413-549-0650
                     VIII.  ADDITIONAL REFERENCES
"Grass," The Yearbook of Agriculture. U.S. Department of Agriculture,
   892 pages (1948).

Hanson, A. A., and F. V. Juska, "Turfgrass Science," Monograph No. 14,
   American Society of Agronomy, Madison, Wisconsin, 715 pages (1969).

Havis, J. R., and W. W. Hamilton, "An Evaluation of Planting Methods for
   Liner-Size Plants on a Highway Slope," Roadside Development Report 18,
  May 1971.

Heath, M. E., D. S. Metcalfe, and R. F. Barnes, Forages—The Science of
   Grassland Agriculture. Iowa State University Press, Ames, Iowa, 755
   pages (1973).

Jonsson, G. B., J. Troll, S. 0. Odurupwe, L. C. Hyde, and J. M. Zak,
   "Direct Seeding of Shrubs Along Roadsides in Massachusetts," Roadside
  Development Report 39-R5-2656, University of Massachusetts, prepared
  for Massachusetts Department of Public Works in cooperation with the
  U.S. Department of Transporation, Federal Highvay Administration, 10
  pages, December 1974.

"Landscape for Living," The Yearbook of Agriculture. U.S. Department of
  Agriculture, 376 pages (1972).

Seymour, E. L. D., The Wise Garden Encyclopedia. Grosset and Dunlap, New
  York,  1,380 pages (1970).
                                  274

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"Soil Series of the United States, Puerto Rico, and the Virgin Islands:
  Their Taxonomic Classification," Soil Conservation Service, U.S. De-
  partment of Agriculture, 361 pages, August 1972.

Walsh, L. M., and J. D. Beaton, "Soil Testing and Plant Analysis," Soil
  Science Society of America, Madison, Wisconsin, 491 pages (1973).

Zak, J. M., et al., A Handbook for the Selection of Some Adaptable Plant
  Species for Massachusetts Roadsides, Roadside Development Report 24-R5-
  2656, University of Massachusetts, prepared for Massachusetts Depart-
  ment of Public Works in cooperation with U.S. Department of Transpor-
  tation, Federal Highway Administration, 160 pages, February 1972.

Zak, J. M., and P. A. Kaskeski, "Crownvetch for Roadside Cover in
  Massachusetts:  Time of Seeding/1 Roadside Development Report 15, July
  1970.

Zak, J. M., and P. A. Kaskeski, "Effects of pH and Soil Fertility on  Seed-
  Ing Establishment on Crownvetch in Massachusetts," Roadside Development
  Report 9, October 1968.

Zak, J. M., J. Troll, and L. C. Hyde, "Direct Seeding of Woody Plant  Spe-
  cies Under a Wood Chip Mulch Along Highways," Roadside Development  Re-
  port 21, December 1971.
                                    275

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                                ALASKA


                                                                  Page

Summary	    277

I.        Introduction	    277

          A.  Demonstration Area	    277
          B.  Soil Conditions	    281
          C.  The Problem	    284

II.       Tundra—A Unique Environment	    286

III.      Permafrost	    287

          A.  Introduction	    287
          B.  Soil Disturbance	    288

IV.       Seeding, Liming, and Fertilizing	    296


V.        Establishing Vegetation on  the Soil Great Group of
            Cryaquepts	   296

          A.  Site Preparation	   296
          B.  Seed Specifications	   299
          C.  Seeding Technology	   299
          D.  Vegetative Plantings	   299
          E.  Maintenance	   300

VI.       Sources of Assistance	   300

VII.      Additional References	   304

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                  ALASKA--DEMONSTRATION AREA NUMBER 10

     SOILS VEGETATING IN CENTRAL ALASKA ALONG THE ALASKAN PIPELINE


                                Summary
          In central Alaska astride the Artie Circle, the 1,270 km (789-
mile) Alaskan pipeline and an adjacent service road are being built.
In the central half of this pipeline route the predominant soils belong
to the Great Group of Cryaquepts (cold), comprising 9.97. of the land
area of the United States.  Annual precipitation averages about 25 cm
(10 in.), but the area is humid because of very low evaporation and
transpiration.  Freeze-free days average 65 to 115, depending mostly
on elevation.  Soil disturbed by construction activities along this
stretch of the pipeline is liable to be very unstable because of buried
ice lenses (permafrost) that melt.  Depending on the size and shape of
ice lense, the surface water and sediment may move rapidly down the
slope or it may move straight down, causing caverness erosion.  It is
very important to maintain an insulating organic cover on the soil to
prevent the underlying permafrost from thawing.  Exposed soil must be
covered quickly to reduce excessive melting and subsequent erosion and
high sediment yield.  Types of soil cover may be the natural surface
organic layer, straw, hay, woodchips, or a synthetic mat.  Liming and
fertilizing must be based on a soil test, seeding must be done between
May 15 to June 15, and the seeding mixtures must include only cold-
resistant plants.  Specified herbaceous and woody groundcover are also
recommended.
                            I.  INTRODUCTION
A.  Demonstration Area

          The demonstration area chosen in Alaska to document examples
of successful procedures for establishing vegetation on specific sites
lies along the central sector of the route of the Alaskan pipeline.  The
entire pipeline extends from the new oil fields at Prudhoe Bay southward
for a distance of 1,270 km (789 miles) to the Pacific Ocean warm-water
port at Valdez (Figure 66).
                                  277

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to
««l
CO
                            LEGEND
                        	Pipeline Route
                        	Gas Line
                         D  Pump Station
                            Existing Highway
                        -—— Proposed Highway
                         O  Airports
                                                        BARROW
Prudhoe Boy Oil Field
 fta«i9e       \
 —Dietrich Pass \
                                                 WKotzebue
              Brooks

                 /*
bue              (/                 \
_	B!ITi.El«_ '^— —  _Arctjc_Circle J
                                                   r  f,v  v3
                                                  il ^
                                        ^
                                      ^ /
                           cr
       Source:   Alaskan Pipeline Service
                   Company.
                                                                   Thompson Pass
                                                               Keystone Canyon
                                                                ANCHORAGE
            Figure 66 - Details Along the  Alaskan Pipeline  from  Prudhoe Bay Oil Fields  to Valdex,
                         a Warm-Water  Port on the  Pacific Ocean, a Distance of  789 Miles

-------
          Geographically, the route of the Alaskan pipeline follows ap-
proximately along the meridian of longitude 150 degrees west and at a
range between 61 degrees north and 70 degrees north latitude.  The Artie
Circle, at 66-2/3 degrees north latitude is, therefore, slightly north
of the center of the route.  The City of Fairbanks is in the center of
the demonstration area.

          The northern terminus of the Alaskan pipeline starts at Prudhoe
Bay, a 78-km^ (30-mile^) perpetually wet area that lies at elevations
between sea level at the Beaufort Sea in the Artie Ocean, to about 183 m
(600 ft) on the north slope of the Brooks range of mountains.  Here, an-
nual precipitation is only 4 in. a year, falling mostly as snow.  Only
42 days a year have mean temperatures above freezing and there are no
days when the mean daily temperature is 21°G (70°F) or above.  The num-
ber of hours of sunlight on June 22 is 24; i.e., the sun never sets.
On December 22, the sun never rises above the horizon.

          Figure 66 is an outline map of Alaska that shows the approxi-
mate location of the Alaskan pipeline route, with some of the geographic
locations indicated.  Figure 67 is a map on which is demarcated the soil
and site groups used as the basis for seeding and fertilizing recommen-
dations.  The part of the area delineated as "Interior Area" includes
the demonstration area.  Within this area are six seeding recommenda-
tions made for contrasting soils.  Only soil Groups 4 and 5  are classi-
fied within the soil Great Group of Cryaquepts, and for this reason the
recommendations for only these two groups are given here.  For  recommen-
dations for the other site groups in Alaska, read "A Vegetative Guide
for Alaska."!/

          From the Brooks range of mountains on southward to within a
few miles of Valdez, the land is rolling and often mountainous.   The
most difficult topography for the pipeline to cross will be  the Endicott
Mountains, the Ray Mountains, the Yukon River near the Artie Circle, the
Alaska Range, the Thompson Pass and the Keystone Canyon in the  Chugach
Mountains not far from Valdez.

          Snowfall is the principal form of precipitation in this central
region.  Thompson Pass, the route of the Alaskan pipeline at the  southern
If  Cooperative Extension Service, "A Vegetative Guide  for Alaska,"
~     University of Alaska, M7-N-22612, 50 pages (1972).
                                 279

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                                                           Barrow.
to
CO
o
 Road and Pipeline Route



~jr
                                    Point  Hope
                              LEGEND




                              Arctic Area



                         >6
-------
end of the central region, has all of Alaska's snowfall records, which
are as follows:—

          Maximum for one season (1952-1953) - 2,476 cm (974.5 in.)
          Maximum monthly record (February 1953) - 757 cm (298 in.)
          Maximum 24-hr record (December 1955) - 157 cm (62 in.)

          For this report the demonstration area consists of the soil
Great Group of Cryaquepts that occurs within this central region.

          Mean annual total hours of sunshine along the route of the
pipeline is about 2,000.  this is approximately the same as for the
northwestern and northeastern regions of the United States mainland.
For comparison, Miami, Florida, has 3,000 and Yuma, Arizona, has 4,000
hr of sunshine a year.
B.  Soil Conditions

          Specifically, the soil Great Group of Cryaquepts has developed
on high mountains or at high latitudes, some with permafrost and some
without..2-'  Cryaquepts comprise 905,205 km2 (349,500 miles2) in the
United States, about 9.9% of the total land area.  The soil surface is
characteristically organic, comprising about 30 cm (12 in.) of sphagnum
moss, leaves, twigs, and roots.  The roots of most plants are restricted
to this organic layer.  The mineral section of the soil is often silty
with weak and platy structure, overlying rock fractured by frost action.
On construction sites it is recommended to strip the organic soil sur-
face and use it for topsoiling.

          The interior area in Figure 67 has been divided into six soil
and site groups for purposes of seeding and fertilizing recommendations.
However, only Groups 4 and 5 are classified in the soil Great Group of
Cryaquepts.  These two groups will be used in this manual to illustrate
the techniques of establishing vegetation (Figures 68 and 69).  For the
disturbed areas along the Alaskan pipeline, the soil exposed for seeding
I/  U.S. Department of Commerce, "Climates of the States, Vol. II, West-
      ern States," National Oceanic and Atmospheric Administration, 975
      pages (1974).
21  Soil Survey Staff, "Soil Taxonomy," U.S. Department of Agriculture,
      Soil Conservation Service, Washington, D.C., October 1973.
                                 281

-------
            The  soils and sites in this group have  textures
       ranging from silty clay loam to fine sandy loam. The
       natural drainage may be impeded by slowly permeable
       layers  in the substrata, permafrost, or low  lying
       positions on the landscape. The water table  is usually
       more than 61 cm (2 ft) below the surface but may
       fluctuate to higher levels for short periods of time
       during  the growing season.
            If these soils and sites are drained, they are
       generally suitable for growing the same plants which
       are adapted to Group 1. If they are undrained, plant
       choices will be limited to those that are tolerant to
       cool, moist conditions.
                                                                 TYPICAL SOIL
                                                                    PROFILE
                                                             Loamy
                                                             - (24")
                                                                61  cm
                                                                Impeded Drainage,
                                                                Loamy
Major Soil
Limitations

Impeded
drainage
Drainage
  Class
              Engineering
 USDA        Classification
Texture     Unified    AASHO
Somewhat
poorly
drained or
poorly
drained

More than
51 cm
(20 in.)



Silty clay
loam,
silt loam
sandy loam,
fine sandy
loam
ML
CL
SM



A-2.A-4
A-6
Some
A-7


  Available
Water Holding
  Capacity

More than
13 cm (5 in.)
(nay be water-
logged for short
periods)
 Figure 68  - Soils With  Moderate Limitations Due to  Excess Moisture
                                          282

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           This group  of  soils and sites has a wide range
      of textures  and  are generally wet throughout the
      growing season.  The water table is usually within
      61 cm (2 ft) of  the surface. These wet conditions
      may be due to slowly permeable materials, high
      permafrost tables,  slow surface runoff, or seepage
      from adjacent areas.
           Many of these  soils and sites are not feasible
      to drain, and plant choices are limited to those
      that are the most tolerant to cold, wet soil condi-
      tions. If they can  be drained to maintain the water
      table to a depth of 61 cm (2 ft) or more, the choice
      of plants can be widened.
                                                             TYPICAL  SOIL
                                                                PROFILE
                                                           Variable
                                                           Sand
                                                           to Clay
                                                              Wet, Variable
                                                              Texture
Major Soil
Limitations

Wetness
(high water
table)
Drainage
 Class

Poorly
drained
More than
51 cm (20 in.)
May have
up to 41 cm
(16 in.) of
peat on surface
                            Engineering
                   USDA    Classification
                  Texture   Unified   AASHO
                                  Very wide range
  Available
Water Holding
  Capacity

Usually
waterlogged
Figure 69 -  Soils With Severe Limitations Due to Excess Moisture
                                        283

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  or planting vegetation will vary more than will the surface of an un-
  disturbed area;  for this reason, on-site inspection will be necessary
  to modify the  generalized recommendations.   Contrasting soils  should
  also  be  tested for more specific lime and fertilizer recommendations
  by sending a sample to the Extension Service,  University of Alaska,
  Fairbanks, Alaska 99701.  Before collecting the soil samples, write to
  the Extension  Service  for specific  directions.

            TO illustrate the physical characteristics of permafrost, a
  soil-and-geologic profile to a depth of  13.7 m (45  ft)  is presented from
  a  deep boring  near Fairbanks,  Alaska,  located  in the central part of
  the interior area.   The last glacier moved  over most of  this interior
  area was  about 10,000  years ago.  "Time  zero"  for soil  formation can be
  assumed to have  started at that  time.  Radiocarbon  dating of the soil
  core in Figure 70 reveals that at a  depth of 1.8 m  (6 ft),  the age of
  the organic material was  7,000 years; at 3.4 m (11  ft)  it was 8,500
  years; and at  a  depth  of  10.4  m (34  ft)  it was  30,700 years.  By inter-
  polation,  approximately 1,000  years  have been  required  to develop an
  average 0.3 m  (1  ft) of soil.
 C.  The Problem

           For approximately 3 years the construction of the Alaskan
 pipeline was delayed.  Arguments against construction included:

           1.  The oil would be kept hot as it is pumped through the pipe-
 line.   The hot pipe,  if buried in the soil, would melt the permafrost,
 collapse the soil-ice support, break the pipe, and spew millions of gal-
 lons of hot oil over  the ... "fragile tundra and beautiful forestland
 into its streams and  rivers,  melting the permafrost and triggering a
 whole  series of disastrous effects, perhaps for hundreds of miles. Such
 a calamity might easily happen in a terrain forbidden to human technology
 because of its severe cold,  treacherous instability,  and its frequent
 earthquakes."

           2.   If the  pipeline were supported above ground to better with-
 stand  possible earthquakes .  . .  "it would obstruct animal migrations,
 greatly deface the  landscape,  and still be subject to potential break-
 age."!/
JL/  Wilderness Society, "Alaska Alert-Russian Roulette in the Artie,11
      729 Fifteenth Street, N.W., Washington,  D.C.  20005  (undated).'
                                  284

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           1.5 —
           3.0-
           4.6-
      *"   6.1-4
      i
      2  I
      O  |

           7.6—
           9.1 —
           10.6 —
           12.2 —
           14.0—'
                    15 —
20-
                    25 —
                    30-
                     35—
                     40-
                     45-
        m*
                                 w>\
                                                 leddith brown sandy tilt w/cones rich in organic
                                                mot«rial.   Littl* vitibU lc».  Mottled gray to rad
                                                oxldlz*d ZOOM. Aetlv* layer (low moiitunt content)
                                                front 0' ro 2.3'. Thin band of dtnw, compact, light
                                                brawn to y«llow fibroin organic material at 4.8'.
                                                Grodm from nddlth brown to brownish gray lilti.
                                                 '•at son*.  Fibrous woody organic matirial.
                                                Gray illtt.  Very thin Umn.
                                                Transition to more oigonic-rich illt».
                                                Small wwig* of tc*.  High fibraut organic content.
                                                Gray lilt.
                                                 Numtroui large logi.
                                                 Very fibrout organic gray lilt.
                            No maulve Ice (mall veinleti).
                            Gray silts.  Predominantly woody organic material.
                            Grayish brown organic silt.  Predominantly rootlets.
                            No woody peat.
                                                 Hair ice (segregation Ice) from »' to »',
                                                 Brownish gray silt.  Large veinlets of ice.

                                                 Woody organic zones from 34' to 35'.
                                                 Very fibrous organic material.   Occur! in peaty
                                                 maim.  Small twigs incorporated in silt.
                                                 High organic content.
                                                 Sandy silt.
                                                 Foliated ice.
                                                 Clear ice.
                                                                    Legend

                                                         Organic »net

                                                         Logs,  branches, twigs

                                                 _-_  Noticeable areas of ice tensing

                                                 ® 7000  Samples of organic material radiocarbon dated
                                                           & appropriate age in yean.
           Figure  70  - Typical  Record  of Ice  in Permafrost   (Sellmani/)
a/    Sellman,  P.  V.,  "Geology  of  the  USACR8EL  Permafrost  Tunnel,  Fairbanks,
~~       Alaska," USACRREL Technical  Report  199  (1967).
                                                        285

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            The  president of  the  Alaska Pipeline Service Company,  re-
 sponded  with  these  statements:!'

            1.   "All design,  materials,  and  construction practices om-
 ployed in the  installation of  the  pipeline  will be  in  accordance wiLh
 safe  practice  for the Arctic environment.  .  ."

            2.   "Engineering  and  procurement plans were initiated under
 the Federal Mineral Leasing  Act  of 1920, but the National Environmental
 Policy Act of  1969  established new 'ground  rules.'  An environmental im-
 pact  statement, in  compliance with the  new  Act  has  been prepared and
 filed with the  Secretary of  the  Interior in Washington,  D.C."

            3.   "It  is almost an  engineering law that energy consumption
 correlates directly with gross national product.  Gross  national product
 has been accepted as a measure of  progress."

            4.   "...  we are currently  in a period  of  hysteria in which
 people without  information or skills or training can long delay develop-
 ments vital to  our  national  well being. . .   This is far too important
 a matter to be  left in the hands of untrained,  irrational people."
                    II.  TUNDRA--A UNIQUE ENVIRONMENT
           The Arctic and Subarctic Regions of Alaska along the route
of  the pipeline are so unfamiliar to most planners and resource mana-
gers in mainland United States that a special effort will be made here
to  characterize the area:

           1.  Low precipitation but also a very low rate of evapora-
tion; the net result of which is a humid climate.

           2.  Vegetation consists of lichens, mosses, sedges, willow
trees, and low-growing paper birch trees.  Other common hardwoods in-
clude quaking aspen, balsam poplar, and black cottonwood that commonly
grow in mixtures and with white spruce and black spruce.—'
I/  Patton, E. L., "Transportation of Oil from  the Arctic by the Trans
~     Alaska Pipeline," Society of Petroleum Engineers of AIME, Paper
      No. SPE 3252, 8 pages  (1971).
2/  U.S. Forest Service, "Silvicultural Systems for the Major Forest
~     Types of the United States," Agricultural Handbook 445, U.S.
      Department of Agriculture,  114 pages  (1973).

                                  286

-------
           3.  The principal animals are grizzly bear,  moose,  caribou,
wolf, wolverine, fox, ground squirrel, lemming,  and Arctic shrew.   Birds
include geese, ducks, shore birds, whistling swan,  loon,  gulls,  terns,
hawks, eagles, snowy owl, plover, and ptarmigan.  (Vegetation  established
to stabilize the soil along the Alaskan pipeline may be eaten  by some
of the wild animals and birds.)

           4.  Soils in the Arctic and Subarctic Alaska,  in nature, have
from about 15 to 30 cm (6 to 12 in.) of organic  matter  on the  surface.
Even without much live vegetation to shade the surface, this organic
blanket is effective in reducing the penetration of heat from the sun
and thus to keep stable a soil that has ice lenses or permafrost at
shallow depths.  Under natural conditions, the soils are relatively
stable.

           Any construction activity that exposes bare mineral soil to
the sun causes the ice in the soil to melt.  Following the melting,
slopes begin to fail causing excess flows of surface water to  carry
sediment toward water courses.  In many situations, the surface water
will melt a vertical ice lense and move down the cavity thus opened,
causing rills, gullies, and an underground lake.!/  Topsoiling with
the natural organic surface soil will insulate against melting of
permafrost and subsequent soil collapse.

           5.  During freezing weather, all earthmoving, such as in cut
and fill slopes and borrow areas, should be done around the clock.  The
reason is that any delays will permit the soil  to freeze, and frozen
soil cannot be packed with unfrozen soil to achieve uniform density and
stability.  Upon becoming heated by the sun, the frozen soil chunks
will leave a pocket or a sunken surface above them.
                        III.  PERMAFROST
A.  Introduction

           For many years, the term permafrost has been used as a short-
ened, coined word to mean "permanently frozen soil."
 I/  Departments of the Army and the Air Force, "Arctic and Subarctic
      Construction:  Foundations for Structures," Technical Manual No.
      5-852-4, Chapter 4, Washington, D.C.  (1972).
                                  287

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           One succinct characterization of permafrost is that it  is
 neither ice,  nor water, nor soil, but all three vith horizontal,
 vertical, and seasonal variability (Figure 71).  This figure illus-
 trates no permafrost—only an annual frost zone, as is common in  the
 northern part of the mainland of the United States.  On the right side
 of the drawing,  the zone labeled "suprapermafrost" is the entire  zone
 above the top of the permafrost.  Within this zone are two subzones--
 the annual frost zone (as on the left side of the drawing),  and the
 pereletok--a  transition zone between the permafrost and the annual
 frost zone which may be either thawed or frozen for one or two sum-
 mers .

           In  Alaska,  the southern boundary of continuous permafrost
 is approximately along the Arctic Circle,  and the southern boundary
 of discontinuous permafrost is along the northern side of Bristol  Bay
 and the Gulf  of  Alaska at an elevation of about 152 m (500 ft).  At
 all locations, permafrost is greater under dense forests,  on mineral
 soils covered with  a  thick surface mat of  organic matter,  in fine-
 textured soils,  and on tops of hills.   It  is  estimated that  approxi-
 mately 10% of the land surface of Alaska is in peat or muck  bogs or
 swamps (muskegs).   Low-lying organic  soils  seldom have continuous
 permafrost, but  in  themselves  they present very serious  problems of
 construction  because  of  their  very low trafficability  (Figures 72  and
 73).
B.  Soil Disturbance

          Any wildfire or construction activity that destroys the
protective organic surface layer will start the process of thawing
of seasonally frozen ice or permafrost.  The result is subsidence,
surplus water that starts flowing, and a weakened soil structure
that releases silt and clay that move by mass flow with melt-water
and pollute water courses.
                                  288

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                                               AREA  OF  PERENNIALLY
                                                 FROZEN GROUND
AREAS  OF SEASONAL
   FROST  ACTION
                               '7777777777777X77777777X////.
      Frost Table
    Frozen
X/Zone
Annual
 Frost
 Zone/
                                                                 //Annual  Frost Zone
                                                                 //
                                                                   /(Active  Layer V
                                                   Supraperma frost
                                                                   Residual r-Permafrost
                                                                Thaw  Zone
                                       X
                               '/// Permafrost
                                                                      Unfrozen
                                                                          ne/.
 Legend

           Frozen

 I         Unfrozen
                                                               Bottom  of
                                                               Permafrost
              DEFINITIONS OF SOIL AND OTHER TERMS RELATING TO FROZEN GROUND AREAS
 A»mol Iron iont (octlva layer).  Th* tap layer el ground
    tubjtcl le annual fraetlng and thawing. In arctic and
    subarctic regions whera annual (reeling penetrate* to
    Ik* aemafrott lobla, tuproparmebett and In* annual
    ft»tt IOM era Identical.

 iicejujca. let In oxca** el the fraction which would bo
    fotolned at wotar In tht toll veld* upon thawing.

 Frast toblg. The turioca, utually Inegulat, wMch r«p»a-
    •twtl Iht Itvel, at any time In tprlng end tuMMff, le
    •hkh thewlng of tha ttoienel freien ground hat


 Fteian iona. A ronga of d«pih within which the »oll It Ire*
    ion. The tioim tana may ba boundad both top end bet-
    tern by unfteten tell, or et tha to* by the ground turfaca.

 Gtound let. A body of more or lett clear ice within Iroian
    ground.

 Ice wedge.  A wadga-thoHd lea me»t In parmafrott, vtwelly
    attacletadwithflttvrt polygent.
                                                      A twrfaca lee met* formed by fraatlng of tuccaislve
                                                    •hoot* el water.
                                                 Mtfthag. Poorly drained organic tarroln contlttlng of o met of
                                                    living vegetation overlying paet of varying thlckneit, from
                                                    • few Inches to atony loot.

                                                 Pefmefrott. Perennially froien ground.

                                                 Parmefroit table. Tha surface which rapretentt the upper limit
                                                 Peteletoh.. A Iroian loyor et the bete el the ectlve layer which
                                                    peejalne vntnawed for ene or two tummert.

                                                 Retldual thaw tona. A leyer of unfraien ground between the
                                                    permolrott end the ennuel frett tone. Thlt leyer deat net
                                                    ecltt where annuel frett extends to pemwfrost.
                                                    Irett table.
                                                           !.  Tha antira laytr of |
                                                                                    »the patma*
 Source:   Department of  the Army Technical Manual.
            Department of  the Air  Force Manual.
            Departments of the  Army and the Air Force,  July 1966.
Figure  71  -  Illustrations of Terminology Used to Identify Characteristic
   Structural Classifications of Soil Features in Areas  of Frozen Ground
                                              289

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                                                                           PERMAFROST


                                                                      Continuous Permafrost-variable
                                                                       depth, coarse to fine material
                                                                      Continuous Permafrost - Deep,
                                                                       generally fine groined material
                                                                      Discontinuous Permafrost

                                                                      Numerous Isolated Masses
                                                                          of Permafrost

                                                                      Isolated Masses of Permafrost
Figure 72  - Location  of the  Relative Abundance  of Permafrost in Alaska
               (Courtesy  of U.S.  Bureau of  Land Management)

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Figure 73 - Gully Erosion in Alaska Resulting from Surface Waters Running
   Down a Constructed Pipeline.  Because of permafrost, water cannot
          percolate downward (see Figure 71).  (Courtesy of U.S.
                       Bureau of Land Management)
                                    291

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          In 1972, 90 million hectares (222 million acres)  of land in
Alaska were burned by 641 reported wildfires.  The traditional tech-
nique of stopping the fires was to bulldoze a fuel breakdown to mineral
soil around the perimeter of the fires and then permit the fires to
"burn themselves out."  This system is effective in the mainland United
States, but on soils with permafrost, serious erosion and sediment move-
ment result.—   Standard and routine techniques used in the conterminous
48 States of constructing fire lines to slow or halt the spread of a
fire do not work in Alaska.  When the same practice is tried in Alaska
on fine-textured soils with permafrost, the surface of the permafrost
melts; the underlying ice prevents percolation; and finally the ice
may collapse, and cavernous erosion, as well as surface gullies, result.
The resulting silts and clays released by surface erosion add sediments
to nearby streams and lakes.—'

          Techniques used to successfully control erosion on bare soils
with permafrost include the building of a terrace across the slope of
the fire lanes at intervals of 27 to 46 m  (30  to 50 yd) to divert sur-
plus surface water into undisturbed soil and vegetation along the sides
of the fire lane and  seeding an adapted grass  and legume mixture  over  the
entire fire lane, after liming and  fertilizing  the soil according to
the recommendations resulting  from a chemical  soil test.  The most suc-
cessful grass seeded  so far has been Manchar smooth bromegrass  (Figures
74, 75, and 76).
                                       q /
          Another recommended  technique^' consists of bulldozing  the
protective organic layer back  over  the mineral  soil of the fire lanes
after  the fires have been suppressed and before the bulldozers  leave
the area.
JL/   Bureau  of  Land Management,  "Influence  of Man-Caused Surface Distur-
       bance in Permafrost Areas of Alaska," Report of  special committee
       assigned by State Director of Alaska, U.S. Department of the In-
       terior,  21 pages  (1973).
    McVee,  C.  V., "Permafrost Considerations in Land Use Planning Manage-
       ment," State Director, Bureau of Land Management in Alaska, Mimeo-
       graphed, 13 pages (1973).
"il  Bolstad, R., "Catline Rehabilitation and Restoration," In:  "Fire in
       the Northern Environment—A Symposium," 13 and 14 April 1971, Uni-
       versity  of Alaska, College (Fairbanks), Alaska, pp. 107-116 (1971).
3/  Lotspeich, F. B., E. W. Mueller, and P. J. Frey, "Effects of Large
       Scale Forest Fires on Water Quality  in Interior Alaska," U.S. De-
       partment of the Interior, 115 pages, February 1970.
                                  292

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Figure 74 - A Roadway Through Ice-Rich Soil, Even on Gentle Slopes,
   Often Erodes Because the Surface Waters Cannot Move Downward
   (see Figure 75) (Courtesy of U.S. Bureau of Land Management)
                                  293

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Figure 75 - The Same Roadway as in Figure 74 That has Been Seeded and
    Mulched With a Layer of Excelsior.  Nearby evergreen branches
    would accomplish the same results (see Figure 76).  (Courtesy
                 of U.S. Bureau of Land Management)
                                294

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Figure 76 - The Same Road as in Figures 74 and 75, Showing an
    Excellent Stand of Adapted Grasses (Courtesy of U.S.
                 Bureau of Land Management)
                             295

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                 IV.  SEEDING. LIMING. AND FERTILIZING
          The seeding, liming, and fertilizing recommendations given
in this manual have been taken from "A Vegetative Guide for Alaska. "
-------
                            TABLE 22
  SEEDING MIXTURES IN CENTRAL ALASKA FOR DISTURBED SOILS WITH
MODERATE LIMITATIONS DUE TO EXCESS MOISTURE
Mixtures and Species
Mixture in Order of
No . Preference

1




,
2 <





3


Creeping Foxtail

White Dutch or
A Is ike Clover
>
Creeping Foxtail
Kentucky Bluegrass

White Dutch or
Alsike Clover
„
f
Timothy
Creeping Red
Fescuegrass
White Dutch or
Alsike Clover
V


'Smooth Bromegrass

Variety Name
in Order of
Preference
Garrison




Garrison
Nugget or
Merion



Engmo
Arc tared or
Olds



Manchar or
Polar

Seeding
Drilled
kg/ha
11


3

11
6
6

3

7
9
6

3

11
17
Ib/aere
10


3

10
5
5

3

6
8
5

3

10
15
Rate

Broadcast
kg/ha
22


7

22
11
11

7

13
18
11

7

22
34
Ib/acre
20


6

20
10
10

6

12
16
10

6

20
30
White Dutch or
.Alsike Clover
                              297

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                                       TABLE 23
              SEEDING MIXTURES IN CENTRAL ALASKA FOR DISTURBED SOILS WITH
SEVERE LIMITATIONS DUE TO EXCESS MOISTURE
Mixture
No.
Mixtures and Species
In Order of
Preference
Creeping Foxtail
1

2
Kentucky Bluegrass
White Dutch or
Alsike Clover
Creeping Foxtail
White Dutch or
Alsike Clover
Timothy
3
Kentucky Bluegrass
Variety Name
in order of
Preference
Garrison
Nugget or
Merion

Garrison
Engmo
Nugget or
Merion
Seeding Rate
Drilled
kg/ha
11
6
6
3
11
3
7
6
6
Ib/acre
10
5
5
3
10
3
6
5
5
Broadcast
kg/ha
22
11
11
7
22
7
13
11
11
Ib/acre
20
10
10
6
20
6
12
10
10
            White Dutch or
            Alsike Clover
Note:  The permafrost, a condition common to these soils, will  normally change to surface
         seasonal frost if grass is grown for more than 5 years.
                                         298

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soil.  In addition, standing water may hinder seedbed preparation in
some soil areas, while other areas are at the proper moisture content.
A good test for adequacy of seedbed preparation is to walk over the
area; the heel impression should be barely visible when proper com-
paction and tilth have been achieved.
B.  Seed Specifications

          It is highly important to use seed of only northern varieties
of grasses and legumes.  If possible, buy only named certified seed
from a reputable seed distributor.  Many legume seeds must be scarified
to increase germination percentage, and all legume seeds must be inocu-
lated with the exact strain of bacteria recommended by specialists.
Under adverse conditions, common on Cryaquepts, it is usually advisable
to apply twice the recommended amount of bacterial inoculum to obtain
satisfactory nodule bacteria.
C.  Seeding Technology

          The best time of year to sow seed is from May 15 to June 15,
with August 10 as a "last chance" date to reduce the hazards of winter-
killing of the seedlings.  Annual ryegrass or grain rye can be seeded
as late as September 1 if a quick-growing temporary fall and winter
cover is needed to reduce erosion and sediment yield.  If this "catch-
crop" is sown, the recommended perennial mixture should be seeded the
following spring.

          Seed may be drilled, broadcast, or seeded with a hydroseeder.
The preferred method is by drilling with a grass drill to a depth of 6
to 13 mm (1/4 to 1/2 in.).  If broadcasting, use twice the amount of
seed as for drilling.  When the slopes are too steep for drilling, a
hydroseeder can be used with success for seeding, fertilizing, and
mulching.
D.  Vegetative Plantings

          Vegetative plantings  include sprigging  and  sodding, and  the
planting  of herbaceous and woody ground  covers.   Although more ex-
pensive,  vegetative plantings are  sometimes  recommended  for  rapid
establishment of  protective  covers on  extremely sensitive  sites  such
as  on steep slopes.
                                  299

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          Some grasses native to Alaska reproduce vigorously by rhizomes
 (underground stems), but produce very few seeds.  Such grasses have a
 potential for propagation by sprigging.

          Herbaceous and woody plants, both native and exotic, are avail-
 able commercially in Alaska for planting on disturbed soils in the inter-
 ior area.  Although not much research work has been done on this subject,
 some successful plantings have been made.  Tables 24 and 25 list plants
 most likely to grow successfully on Cryaquepts.
E.  Maintenance

          After seeding or planting, the plants must be kept moist,
but not wet, until they have become well established.  Watering must
be done, therefore, at the time of the first indication of wilting of
plants on the most droughty soils.  Any areas with a poor stand may
need reseeding, additional drainage, or mechanical structures for safe
water disposal.  A grass or straw mulch may be necessary if the slopes
are very steep, or the soil is easily disturbed by the splash of rain-
drops.  Woodchlps or wood excelsior may also be used with success.
Newer synthetic materials sometimes used as mulches are fiberglass and
polyvinyl acetate.
                      VI.  SOURCES OF ASSISTANCE
          Sources of technical and on-site assistance in the Alaskan in-
terior on vegetating soils in the interior of Alaska include:

          Cooperative Extension Service, University of Alaska
          Fairbanks, 99701, 1514 South Cushman,  907-479-7571
          Homer,  99603, Box 195, 907-235-8698
          Palmer, 99645, Box 736, 907-745-3360
          Anchorage, 99504, 2651 Providence Avenue, 907-277-1488
          Juneau, 99801, Box 109, 907-586-7131
          Aniak,  99557

          Institute of Agricultural Sciences, University of  Alaska
          Palmer  Research Center
          Palmer, Box AE, 907-479-7311
                                 300

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 Pink Milfoil


Moss Sandwort

Dusty Miller

Snow-In-Summer

Maiden Fink
                                                      TABLE 24

                                     HERBACEOUS GBODMDCOVERS FOR INTERIOR ALASKA
Plant Characteristics
Site Adaptation
Plant
Yarrow
Soil
Texture
Coarse to
Drought
Tolerance
Excellent
Vet & Flood
Tolerance
Poor
Acid
Tolerance
Good
Height
cm
46
in.
18
Plant
cm in.
8
3
Root
System^
Fib
Cover
Rate0.'
SI
  Medium

Coarse  to  Excellent
  Medium
Poor
Good
15-5   6-2
                                       8
                                        Fib
Coarse       Good      Excellent     Good

Coarse     Excellent     Poor        Fair

Medium       Good        Good        Good

Coarse       Good        Poor        Good
                          5     2     30   12

                          6   2-1/2   30   12

                        8-15   3-6    90   36

                        5-15   2-6    60   24
                                                               SI
Fib
Rhiz
Fib
Rhiz
Rap
Rap
Bap
Med
a_/  This is the approximate spacing in pure stands.  Since most of these seeds are extremely small (10,000 to 225,000
      seeds/oz) it is suggested that planting be done as a mixture with grass seed.  The amount of seed to apply per
      acre would normally be approximately 1/2 cup.
b/  Type of root system:  Fib-fibrous root system, Rhiz-rhizomatous.
c/  This is a relative spreading rate following establishment:  Si-slow, Rap-rapid, Med-medium.

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                                                    TABLE 25

                                     WOODY GROUMDCOVERS FOR INTERIOR ALASKA
Plant Characteristics
Site Adaptation
Plant
Box Rosemary
Dwarf Caragana
Wintergreen
Creeping Juniper
Cinquefoil
Indian Snowberry
Soil
Texture
Fine
Medium
Fine
Coarse
Medium
Medium
Drought
Tolerance
Poor
Excellent
Poor
Excellent
Excellent
Excellent
Wet & Flood
Tolerance
Excellent
Poor
Excellent
Poor
Poor
Poor
Acid
Tolerance
Excellent
Excellent
Excellent
Good
Excellent
Good
Height
cm
30-60
60-90
8
30-46
60-90
60-90
in.
12-24
24-36
3
12-18
24-36
24-36
Plant
Spacing3./
cm in.
1.8
1.8
1.0
2.4
1.0
1.8
6
6
3
8
3
6
Root Cover
System^ RateS/
Rhiz
Fib
Fib
(Stolons)
Fib
(Branch Tip)
Fib
Fib
(Suckers)
Med
Med
Med
Med
SI
Rap
a/  This is an optimum spacing.  Less dense plant spacing may require interplating with herbaceous groundcovers to
      achieve adequate ground coverage.
b/  Type of root system:  Fib-fibrous root system, Rhiz-rhizomatous.
c/  This is a relative spreading rate following establishment:  Si-slow,  Rap-rapid, Med-medium.

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Soil Conservation Service, U.S. Department of Agriculture
Fairbanks, 1750 Westwood Way, 907-479-6767
Homer, Box 394, 907-235-8668
Palmer, Box F, 907-745-3350
                ALASKA ASSOCIATION
        OF SOIL CONSERVATION SUBDISTRICTS

Alaska Association of Soil Conservation Subdistricts

President
Mile 41
Richardson Highway
Fairbanks  99701
Telephone:  907-488-2233

Vice President
Box 1279
Homer  99603
Telephone:  907-235-8542

Vice President
Box 742
Palmer  99645
Telephone:  907-745-4173

Secretary-Treasurer
Box AE
Palmer  99645
Telephone:  907-745-3257

Bureau of Land Management
U.S. Department of the Interior
555 Cordova Street
Anchorage, Alaska  99501

Department of Environmental Conservation
Juneau  99801
Telephone:  907-586-6721

Department of Highways
P.O. Box  1467
Juneau, Alaska  99801
                       303

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          Department of Natural Resources
          Juneau  99801
          Telephone:  907-586-6352

          Federal Water Pollution Control Administration
          Alaska Water Laboratory
          U.S. Department of the Interior
          College, Alaska  99701

          U.S. Environmental Protection Agency
          Alaska Water Laboratory
          College (Br. Fairbanks) Alaska  99701
          Telephone:  907-479-2251
                     VII.  ADDITIONAL REFERENCES
"The Forest Ecosystem of Southeast Alaska  1.  The Setting/1 General
  Technical Report PHW-12, Pacific Northwest Forest and Range Experiment
  Station, Portland Oregon; Forest Service, U.S. Department of Agri-
  culture, 40 pages (1974).

Geological Survey, U.S. Department of the Interior, Washington, D.C. 20242.
Note:  Topographic maps on a scale of 1:250,000 are available for most
         areas of Alaska.  Write to the U.S. Geological Survey for a
         free list of available quandrangle maps.

"Influence of Man-Caused Surface Disturbance in Permafrost Areas of
  Alaska," Bureau of Land Management, U.S. Department of the Interior,
  21 pages (1973).

Lotspeich, Frederick B., Ernst W. Mueller, and Paul J. Frey, "Effects
  of Large-Scale Forest Fires on Water Quality in Interior Alaska,"
  Alaska Water Laboratory, Federal Water Pollution Control Administra-
  tion, U.S.  Department of the Interior, College, Alaska, 115 pages
  (1970).

"1973 Alaska Revegetation Workshop Notes," Cooperative Extension Service,
  University of Alaska, Fairbanks, No. RP-239, 68 pages (1973).

"A Vegetative Guide for Alaska," Cooperative Extension Service, Univer-
  sity of Alaska, Fairbanks, No. M7-N-22612, 50 pages (1972).
                                  304

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                     V.  SUPPLEMENTARY INFORMATION
A.  Location of State Extension Service Directors	     305

B.  State Agricultural Experiment Station Directors	     311

C.  State Conservationists Offices of the U.S. Soil
      Conservation Service 	     315

D.  State Highway Department Locations 	     320

E.  State Departments of Agriculture 	     326

F.  U.S. Forest Service:  National Forest Regions, Research
      Units, and Region Offices of State and Private
      Forestry	     332

6.  Plant Materials Centers, Soil Conservation Service, and
      Cooperating Agencies	     334

H.  Transportation Research Information Service	     334

I.  Resource Associations and Organizations	     335

J.  Selection and Limitations of Mulching Materials for
      Stabilizing Critical Areas 	    348

K.  Representative Soil Test Interpretations  for Lime,
      Nitrogen, Phosphorus, and Potassium	    369

L.  Seed and Seeding Data for Grasses, Forbs, Legumes, and
      Shrubs Adapted to the 17 Western States	    377

M.  Characteristics and Seeding Recommendations for Grasses
      and Legumes Adapted to the Midwestern United States.  . .    378

N.  Scientific Names of Plants Mentioned	    408

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               V.  SUPPLEMENTARY INFORMATION (Concluded)
0.  Conversion Factors	    413




P.  Definition of Terms Used in This Manual	    427




Q.  General References 	    448

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                                   V.  SUPPLEMENTARY INFORMATION
A.  Location of State Extension Service Directors
    State

Alabama


Alaska


Arizona


Arkansas


California



Colorado


Connecticut


Delaware
                         Address

                  Auburn University
                  Auburn, Alabama 36830

                  University of Alaska
                  Fairbanks, Alaska 99701

                  University of Arizona
                  Tucson, Arizona 85721

                  P.O. Box 391
                  Little Rock, Arkansas 72203

                  University of California
                  2200 University Avenue
                  Berkeley, California 94720

                  Colorado State University
                  Fort Collins, Colorado 80521

                  University of Connecticut
                  Storrs,  Connecticut  06268

                  University of Delaware
                  Newark,  Delaware 19711
    FTS
303-484-2273
FTS Informa-
  tion and
 Assistance

205-263-7521
 Commercial
Telephone No.

205-826-4444
or 821-1314
                 202-442-0150    907-479-7246
                 602-792-6011    602-884-2711
                 501-378-5011    501-376-6301
415-486-3559     415-841-5121    415-642-7252
303-837-0111    303-491-6281
                 203-244-2000
                 203-244-2000

                 302-654-6131
                203-486-2917
                203-486-4125

                302-738-2504

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   State

District of
  Columbia
Florida
Georgia
Guam
Hawaii
 Idaho
 Illinois
 Indiana
 Iowa
 Kansas
       Address

Federal City College
1424 K Street, N.W.
Washington, D.C. 20005

University of Florida
Gainesville, Florida 32611

University of Georgia
Athens, Georgia 30601

University of Guam
P.O. Box EK
Agana, Guam 96910

University of Hawaii
Honolulu, Hawaii 96822

University of  Idaho
Moscow,  Idaho  83843

University of  Illinois
Urbana,  Illinois 61801

Purdue University
West Lafayette,  Indiana 47907

Iowa State University
Ames,  Iowa S0010

Kansas State University
Manhattan, Kansas  66506
    FTS
FTS Informa-
  tion and
 Assistance
 Commercial
Telephone No.
                202-967-1221    202-727-2113
                 904-376-1681    904-392-1761
                 404-546-2011    404-542-3824
                                 808-948-8234
                                 808-948-8228

                 208-342-2711    208-885-6681
                 217-525-4011    217-333-2660
317-633-7521     317-633-7000    317-749-2413
or 317-633-7675

515-294-4576     515-232-0011    515-294-4576
                 913-234-8661    913-532-5820

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    State

 Kentucky


 Louisiana


 Maine


 Maryland


 Massachusetts


 Michigan


 Minnesota


 Mississippi



Missouri
       Address

University of Kentucky
Lexington,  Kentucky  40506

Louisiana  State  University
Baton  Rouge, Louisiana  70803

University of Maine
Orono, Maine 04473

University of Maryland
College Park, Maryland  20742

University  of Massachusetts
Amherst, Massachusetts  01002

Michigan State University
East Lansing, Michigan  48823

University  of Minnesota
St. Paul, Minnesota 55101

Mississippi State University
Mississippi State, Mississippi
  39762

University  of Missouri
309 University Hall
Columbia, Missouri 65201
    FTS

606-252-2775
606-252-2775

504-388-2386
517-337-4283
FTS Informa-
  tion and
 Assistance

606-252-2312
606-252-2312

504-348-0181
 Commercial
Telephone No.

606-257-4772
606-257-2833

504-343-7444
                 207-942-8271    207-581-7200
                 301-752-8460    301-454-3742
617-223-2100    413-545-2766
617-223-2100    413-545-2715

517-372-1910    517-355-2308
                 612-334-3012    612-373-1223
                 601-948-7821    601-325-4436
                 314-442-2271    314-882-4561
                                 or 882-4662

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U)
o
oo
        State
    Montana
    Nebraska
    Nevada
    New Hampshire
     New Jersey
     New Mexico
     New York
     North Carolina
     North Dakota
       Address

Montana State University
Bozeman, Montana 59715

University of Nebraska
Lincoln, Nebraska 68503

University of Nevada
Reno, Nevada 89507

University of New Hampshire
Taylor Hall
Durham, New Hampshire 03824

Rutgers - the State University
P.O.  Box 231
New  Brunswick, New Jersey 08903

New  Mexico State University
Las  Cruces, New Mexico  88001

New  York State College  of
   Agriculture
Ithaca, New York  14850

North Carolina State University
Raleigh, North Carolina 27607

North Dakota State University
Fargo, North Dakota 58102
    FTS
402-475-3621
603-868-7732
FTS Informa-
  tion and
 Assistance

406-587-4511
402-475-2611
                 702-784-5911
                 702-784-5911
 Commercial
Telephone NOj

406-994-3402
402-472-7211
                702-784-6611
                702-784-6611
603-669-7011    603-862-1520
                                                                           201-846-4500    201-932-9306
                 505-843-0311
                 505-843-0311

                 607-772-1050
                505-646-1806
                505-646-3015

                607-256-2117
 701-237-5618
 919-755-4020    919-737-2811
                 or 737-2812

 701-237-5771    701-237-8931

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O)
O
VO
    State

Ohio



Oklahoma


Oregon


Pennsylvania


Puerto Rico


Rhode Island


South Carolina


South Dakota


Tennessee



Texas
       Address

Ohio State University
2120 Fyffe Road
Columbus, Ohio 43210

Oklahoma State University
Stillwater, Oklahoma 74074

Oregon State University
Corvallis, Oregon 97331

The Pennsylvania State University
University Park, Pennsylvania 16802

University of Puerto Rico
Rio Piedras, Puerto Rico 00928

University of Rhode Island
Kingston, Rhode Island 02881

Clemson University
Clemson, South Carolina 29631

South Dakota State University
Brookings, South Dakota 57006

University of Tennessee
P.O. Box 1071
Knoxville, Tennessee 37901

Texas A6W  University
College  Station,  Texas  77843
                                                              FTS
                                                           614-293-6181
                                                           405-231-4322
                                                           503-752-4203
                                                           615-524-4257
FTS Informa-
  tion and
 Assistance

614-469-6600
614-469-6600
 Commercial
Telephone No.

614-422-6891
614-422-6181
405-253-4011    405-372-6211
503-752-4281    503-754-2713
                                                                           412-644-3311    814-863-0331
                809-765-8000
                or 764-0655

401-528-1000    401-792-2476
401-528-1000    401-792-2476

803-765-5011    803-656-3382
                                                                            605-225-0250    605-688-4147
 615-524-4011    615-974-7114
                                                                            713-846-8821     713-845-6411

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    State

Utah


Vermont


Virginia



Virgin Islands


Washington


West Virginia



Wisconsin



Wyoming
       Address

Utah State University
Logan, Utah 84321

University of Vermont
Burlington, Vermont 05401

Virginia  Polytechnic Institute
  and  State University
Blacksburg, Virginia 24061

P.O. Box  166, Kingshill
St. Croix, Virgin  Islands 00850

Washington State University
Pullman,  Washington 99163

West Virginia University
294 Coliseum
Morgantown, West  Virginia 26505

University of Wisconsin
432 North Lake  Street
Madison,  Wisconsin 53706

University of Wyoming
Box 3354  University Station
Laramie,  Wyoming 82070
FTS
FTS Informa-
  tion and
 Assistance
 Commercial
Telephone No.
             801-524-5500    801-752-4100
             802-862-6501    802-656-2990
             804-782-2000    703-951-6705
                             809-773-0246
             509-838-4611    509-335-2511
             304-296-3441    304-293-5691
             608-256-4441    608-262-9510
              307-778-2220
              307-778-2220
                307-766-4133
                307-766-3253

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B.  State Agricultural Experiment Station Directors
   State

Alabama

Alaska



Arizona

Arkansas

California
Colorado

Connecticut



Delaware

Florida
 Georgia
             Address

Auburn, Alabama 36830

Institute of Agricultural Sciences
University of Alaska
Fairbanks, Alaska 99701

Tucson, Arizona 85721

Fayetteville, Arkansas 72701

University of California
Berkeley, California 94720

College of Agricultural and
  Environmental Sciences
University of California
Davis, California 95617

Citrus Research Center
Agricultural Experiment Station
Riverside, California 92502

San Joaquin Valley Agricultural
  Research and Extension  Center
Earlier,  California

Fort  Collins, Colorado 80521

New Haven, Connecticut 06504

Storrs, Connecticut  06268

Newark, Delaware  19711

University of Florida
Institute of Food and Agricultural
  Sciences
Gainesville, Florida 32601

Athens, Georgia 30601

 Experiment,  Georgia 30212
                 311
 Commercial
Telephone No.

205-826-4840

907-479-7188



602-884-2711

501-575-2253

415-642-3235


916-752-0107
714-787-3101



209-646-2794



303-491-5371

203-787-7421

203-486-2917

302-738-2501

904-392-1784
 404-542-2376

 404-227-9471

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    State



 Guam

 Hawaii


 Idaho

 Illinois

 Indiana

 Iowa
 Kansas

 Kentucky

 Louisiana

 Maine
Maryland

Massachusetts

Michigan

Minnesota

Mississippi
              Address

 Tifton,  Georgia 31794

 Agana, Guam 96910

 University of Hawaii
 Honolulu,  Hawaii 96822

 Moscow,  Idaho 83843

 Urbana,  Illinois 61801

 West Lafayette,  Indiana 47907

 Agriculture and Home Economics
   Experiment Station
 Iowa State University
 Ames,  Iowa 50010

 Manhattan,  Kansas 66502

 Lexington,  Kentucky 40506

 Baton  Rouge,  Louisiana 70803

 Life Sciences and Agricultural
   Experiment Station
 University  of Maine
 Orono, Maine 04473

 College Park,  Maryland 20742

 Amberst, Massachusetts 01002

 East Lansing,  Michigan 48824

 St. Paul, Minnesota 55101

 Mississippi State Agricultural and
  Forestry Experiment  Station
Mississippi State,  Mississippi 39762
  Commercial
 Telephone  No.

 912-382-5561
808-948-8234


208-885-6151

217-333-0240

317-749-2461

515-294-2518
913-532-6147

606-257-4772

504-388-4181

207-581-7161
301-454-3707

413-545-2766

517-355-0123

612-373-0751

601-325-5455
                                  312

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   State

Missouri

Montana

Nebraska

Nevada

New Hampshire

New Jersey

New Mexico

New York
             Address

Columbia, Missouri 65201

Bozeman, Montana 59715

Lincoln, Nebraska 68503

Reno, Nevada 89507

Durham, New Hampshire 03824

New Brunswick, New Jersey 08903

Las Cruces, New Mexico 88001

Ithaca, New York 14850

Geneva, New York 14456
North Carolina    Raleigh, North Carolina 27607
North Dakota

Ohio
Oklahoma

Oregon

Pennsylvania

Puerto Rico
Fargo, North Dakota 58102

Agricultural Research and Development
  Center
Ohio State University
Columbus, Ohio 43210

Agricultural Research and
  Development Center
Wooster, Ohio 44691

Stillwater, Oklahoma 74074

Corvallis, Oregon 97331

University Park, Pennsylvania  16802

Rio Piedras, Puerto Rico 00928
 Commercial
Telephone No.

314-882-3846

406-587-3121

402-472-2045

702-784-6611

603-862-1450

201-247-1766

505-646-1806

607-256-5420

315-787-2211

919-737-2717

701-237-7654

614-422-6891
216-264-1021



405-372-6211

503-754-1251

814-865-2541

809-767-9705
                                  313

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    State
 Rhode Island
              Address
 Kingston,  Rhode Island 02881
 South Carolina    Clemson,  South Carolina 29631
 South Dakota

 Tennessee

 Texas

 Utah

 Vermont

 Virginia
Virgin Islands


Washington

West Virginia

Wisconsin

Wyoming
 Brookings,  South Dakota 57006

 Knoxville,  Tennessee  37901

 College  Station,  Texas  77843

 Logan, Utah 84321

 Burlington, Vermont 05401

 Agricultural and  Life Sciences
  Research  Division
 Virginia Polytechnic  Institute
  and State University
 Blackaburg, Virginia  24061

 Kingshill, St. Croix, Virgin
  Islands 00850

 Pullman, Washington 99163

 Morgantown, West Virginia 26506

 Madison, Wisconsin 53706

LaramLe, Wyoming 82070
  Commercial
 Telephone  No.

 401-792-2474

 803-656-3141

 605-688-5131

 615-974-7121

 713-845-3711

 801-752-4100

 802-656-2980

 703-951-5282
509-335-4563

304-293-2395

608-262-1251

307-766-4133
                                 314

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C.  State Conservationists Offices of the U.S.  Soil Conservation Service*
    State

Alabama
Alaska
Arizona
Arkansas
California
Colorado
 Connecticut
 Delaware
 Florida
       Address

Wright Building
138 South Gay Street
P.O. Box 311
Auburn, Alabama 36830

204 East 5th Avenue
Room 217
Anchorage, Alaska 99501

230 North 1st Avenue
6029 Federal Building
Phoenix, Arizona 85025
    FTS
 Commercial
Telephone No.
205-887-4542    205-887-8070
907-274-7626    907-274-7626
602-261-3271
Federal Building, Room 5029  501-378-5445
700 West Capitol Street
P.O.  Box 2323
Little Rock, Arkansas 72203
2828 Chiles Road
P.O. Box 1019
Davis,  California  95616

2490 West 26th Avenue
Room 313
P.O. Box 17107
Denver,  Colorado 80217
 Mansfield Professional Park  203-244-2547
 Route 44A
 Storrs,  Connecticut 06268

 Treadway Towers,  Suite 2-4   302-658-6448
 Nine East Loockerman Street
 Dover, Delaware 19901
602-261-3271
                501-378-5445
916-678-4411
 303-837-4275     303-837-4275
 Federal Building
 P.O.  Box 1208
 Gainesville, Florida 32601
 904-377-3277
                 203-429-9361
                 302-678-0750
 904-373-2493
 *  As of August 1974.
                                     315

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   State

Georgia
Hawaii
Idaho
Illinois
Indiana
Iowa
Kansas
Kentucky
Louisiana
Maine
       Address

Heritage Building
468 North Mi Hedge Avenue
P.O. Box 832
Athens, Georgia 30601

440 Alexander Young
  Building
Honolulu, Hawaii 96813

Room 345
304 North 8th Street
Boise, Idaho 83702

Federal Building
200 West Church Street
P.O. Box 678
Champaign, Illinois 61820

Atkinson Square-West
Suite 2200
5610 Crawfordsville Road
Indianapolis, Indiana 46224

823 Federal Building
210 Walnut Street
Des Moines, Iowa 50309

760 South Broadway
P.O. Box 600
Salina, Kansas 67401

333 Waller Avenue
Lexington, Kentucky 40504

3737 Government Street
P.O. Box 1630
Alexandria, Louisiana 71301

USDA Building
University of Maine
Orono, Maine 04473
                                                   FTS
                 Commercial
                Telephone No.
404-546-2275    404-546-2275
                                               808-546-3165    808-546-3165
208-342-2601    208-342-2711
217-356-1147    217-356-3785
317-633-7201    317-633-7201
515-284-4260    515-284-4260
                                               913-827-9728    913-823-9535
606-252-2749    606-252-2312
318-445-6611    318-448-3421
                                               207-942-8393    207-866-2132
                                    316

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    State

Maryland



Massachusetts


Michigan


Minnesota
Mississippi
Missouri
Montana
Nebraska
Nevada
New Hampshire
New Jersey
New Mexico
       Address
    FTS
Room 522, Hartwick Building  301-344-4180
4321 Hartwick Road
College Park, Maryland 20740

27-29 Cottage Street         413-549-0650
Amberst, Massachusetts 01002

1405 Harrison Road           517-337-4242
East Lansing, Michigan 48823
200 Federal Building and
U.S. Courthouse
316 North Robert Street
St. Paul, Minnesota 55101

Milner Building, Room 490
P.O. Box 610
Jackson, Mississippi 39205
Parkade Plaza Shopping Center 314-442-3141
(Terrace Level)
P.O. Box 459
Columbia, Missouri 65201
Federal Building
P.O. Box 970
Bozeman, Montana 59715

134 South 12th Street
Lincoln, Nebraska 68508

U.S. Post Office Building
P.O. Box 4850
Reno, Nevada 89505
Federal Building             603-868-7734
Durham, New Hampshire 03824
 Commercial
Telephone No.

301-344-4180
                413-549-0650
                517-372-1910
612-725-7675    612-725-7675
601-948-2405    601-948-7821
1370 Hamilton Street
P.O. Box 219
Somerset, New Jersey 08873
                314-442-2271
406-587-3322    406-587-4511
402-475-3301    402-475-3301
702-784-5304    702-784-5304
                603-868-7582
201-846-4720    201-846-4500
517 Gold Avenue, S.W.
P.O. Box 2007
Albuquerque, New Mexico 87103
505-766-2173     505-766-2173
                                     317

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     State
 New York
 North Carolina
 North Dakota
 Ohio
Oklahoma
Oregon
Pennsylvania
Puerto Rico
Rhode Island
South Carolina
        Address

 Midtown Plaza* Room 400
 700 East Water Street
 Syracuse, New York 13210

 Federal Office Building
 310 New Bern Avenue
 Fifth Floor, P.O.  Box 27307
 Raleigh, North Carolina 27611

 Federal Building
 P.O.  Box 1458
 Bismarck, North Dakota 58501

 311 Old Federal Building
 Third and State Streets
 Columbus, Ohio 43215
     FTS
Agriculture  Building          405-253-4204
Farm Road and  Brumley Street
Stillwater,  Oklahoma  74074
Washington  Building
1218 Southwest Washington
  Street
Portland, Oregon 97205
Federal  Building and
Courthouse
Box 985  Federal Square Station
Harrisburg, Pennsylvania 17108

Caribbean Area
1409 Ponce de Leon Avenue
Stop 20
Santurce, Puerto Rico 00908

222 Quaker Lane
West Warwick, Rhode Island 02893
  Commercial
 Telephone No.
 315-473-3530     315-473-3530
 919-755-4210     919-755-4210
 701-255-4421    701-255-4011
614-469-6785    614-469-6785
                405-253-4204
503-221-2751    503-221-2751
717-782-2297    717-782-2297
                809-725-8966
Federal Building
901 Sumter Street
Columbia, South Carolina 29201
803-765-5681
401-828-1300


803-765-5681
                                    318

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    State

South Dakota



Tennessee


Texas



Utah



Vermont


Virginia
       Address
   FTS
Washington
West Virginia
Wisconsin
Wyoming
239 Wisconsin Avenue, S.W.   605-352-8333
P.O. Box 1357
Huron, South Dakota 57350
561 U.S. Courthouse
Nashville, Tennessee 37203

16-20 South Main Street
P.O. Box 648
Temple, Texas 76501

4012 Federal Building
125 South State Street
Salt Lake City, Utah 84111

96 College Street
Burlington, Vermont 05401
Federal Building, Room 7408  804-782-2457
400 North 8th Street
P.O. Box 10026
Richmond, Virginia  23240
360 U.S. Courthouse
West 920 Riverside Avenue
Spokane, Washington 99201
75 High Street
P.O. Box 865
Morgantovn, West Virginia 26505
4601 Hammersley Road
P.O. Box 4248
Madison, Wisconsin 53711

Federal Office Building
P.O. Box 2440
Casper, Wyoming 82601
 Commercial
Telephone No.

605-352-8651
615-749-5471    615-749-5471
817-773-1214    817-773-1711
801-524-5052    801-524-5052
802-862-6261    802-862-6501
                804-782-2457
509-456-3711    509-456-3711
304-296-3151    304-599-7151
608-252-5351    608-256-4441
307-265-3201    307-265-5550
                                     319

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 D.  State Highway Department Locations
    State
           Address
 Alabama
 Alaska
 Arizona
 Arkansas
 California
Colorado
Connecticut
Delaware
District of Columbia
 State Highway Department
 State Highway Building
 Montgomery, Alabama 36104

 Department of Highways
 P.O. Box 1467
 Juneau, Alaska 99801

 Arizona Highway Department
 206 South 17th Avenue
 Phoenix, Arizona 85007

 Arkansas State Highway Department
 P.O. Box 2261
 9500 New Benton Highway
 Little Rock,  Arkansas 72203

 California Department of Transportation
 Division of Highways
 1120 North Street
 P.O. Box 1499
 Sacramento, California 95807

 Department of Highways
 4201 East Arkansas  Avenue
 Denver,  Colorado 80222

 Connecticut State Department of Transportation
 24 Wolcott Hill  Road
 Wethersfield,  Connecticut 06109

 Department of Highways and Transportation
 Transportation and  Public Safety
 Administration Building
 P.O.  Box 151
 Dover, Delaware  19901

 Department  of  Highways and  Transportation
 Presidential Building,  Room 519
 415  12th  Street,  N.W.
Washington, D.C.  20004
                                    320

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Georgia
Hawaii
Idaho
Illinois
 Indiana
 Iowa
 Kansas
 Kentucky
         Address

Florida Department of Transportation
Haydon Burns Building
Tallahassee, Florida 32304

Division of Planning and Progress
Georgia Department of Transportation
No. 2 Capitol Square
Atlanta, Georgia 30334

Hawaii Highways Division
Department of Transportation
869 Punchbowl Street
Honolulu, Hawaii 96813

Department of Highways
3211 West State Street
P.O. Box 7129
Boise,  Idaho 83707

Department of Transportation
Administration Building
2300 South 31st Street
Springfield, Illinois 62764

Indiana State Highway Commission
State  Office Building
100 North Senate Avenue
Indianapolis, Indiana 46204

Iowa State Highway Commission
Highway Commission Building
826 Lincoln Way
Ames,  Iowa  50010

State  Highway Commission of  Kansas
State  Office  Building
Topeka, Kansas  66612

Division of Planning
 Bureau of Highways
Kentucky Department of Transportation
 State Office Building
Ann Street
 Frankfort,  Kentucky 40601

     321

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 Maryland
 Massachusetts
 Michigan
Minnesota
Mississippi
Missouri
Montana
Nebraska
           Address

 Louisiana Department of Highways
 Capitol Station
 P.O. Box 4245
 Baton Rouge, Louisiana 04330

 Maryland State Highway Administration
 300 West Preston Street
 P.O. Box 717
 Baltimore, Maryland 21201

 Bureau of Transportation
 Planning and Development
 Massachusetts State Department of Public Works
 100 Nashua Street
 Morton Building, 5th Floor
 Boston,  Massachusetts 02114

 Michigan Department of State Highways
 State Highway Building
 425 West Ottawa
 Lansing, Michigan 48904

 Department of Highways
 State Highway Building
 St.  Paul,  Minnesota 55101

 Mississippi State Highway Department
 Highway  Laboratory Building
 412  Woodrow Wilson Avenue
 P.O.  Box 1850
 Jackson, Mississippi  39205

Missouri State  Highway Commission
 State  Highway Building
 119 West Capitol
Jefferson  City, Missouri  65102

Department  of Highways
East 6th Avenue and Roberts Street
Helena, Montana 59601

Department of Roads
South Junction of U.S. 77 and N-2
Lincoln, Nebraska 68509
                                   322

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New Hampshire
New Jersey
New Mexico
New York
 North  Carolina
 North Dakota
 Ohio
 Oklahoma
 Oregon
          Address

Nevada Department of Highways
State Highway Building
1263 South Stewart Street
Carson City, Nevada 89701

New Hampshire Department of Public Works
  and Highways
John 0. Morton Building
Concord, New Hampshire 03301

New Jersey State Department of Transportation
1035 Parkway Avenue
Trenton, New Jersey 08625

New Mexico State Highway Department
P.O. Box 1149
Santa  Fe, New Mexico  87501

New York State Department of  Transportation
1220 Washington Avenue
Albany, New York  12226

Division of Highways
North  Carolina Department of  Transportation
   and  Highway Safety
State  Highway Building
Raleigh, North Carolina 27602

State  Highway Department
State  Highway  Building
 Bismarck,  North  Dakota  58501

 Ohio Department  of Transportation
 Department of  Transportation Building
 25 South Front  Street
 Columbus,  Ohio  43215

 Oklahoma Department of Highways
 Jim Thorpe Building
 Lincoln Boulevard at NE 21st Street
 Oklahoma City,  Oklahoma 73105

 State Department of Transportation
 Oregon Highway Division
 State Highway Building
 Salem, Oregon 97310
     323

-------
 Puerto Rico
 Rhode Island
 South Carolina
 South Dakota
 Tennessee
 Texas
 Utah
Vermont
Virginia
Washington
          Address

 Pennsylvania Department of Transportation
 1118 State Street
 P.O. Box 2926
 Harrisburg, Pennsylvania 17120

 Puerto Rico Highway Authority
 P.O. Box 3909, G.P.O.
 San Juan, Puerto Rico 00936

 Department of Transportation
 State Office Building, Smith Street
 Providence, Rhode Island 02903

 State Highway Department
 1100 Senate Street
 Columbia, South Carolina 29202

 Department  of Transportation
 Pierre,  South Dakota 57501

 Department  of Transportation
 Transportation Building
 Nashville,  Tennessee 37219

 Texas Highway Department
 P.O.  Box 5051
 Austin,  Texas  78703

 Utah  State  Department of Highways
 757 West 2nd  South
 Salt Lake City,  Utah 84104

 State of Vermont Department of Highways
 State Administration Building
 Montpelier, Vermont  05602

 Department of Highways
 1221 East Broad  Street
 Richmond, Virginia 23219

Department of Highways
Highway Administration Building
Maple Park at Franklin
Olyapia,  Washington 98501
                                   324

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    State

West Virginia



Wisconsin
Wyoming
         Address

West Virginia Department of Highways
1900 Washington Street, East
Charleston, West Virginia 25305

Department of Transportation
Hill Farm
4802 Sheboygan Avenue
Madison, Wisconsin 53702

Wyoming Highway Department
Cheyenne, Wyoming 82001
                                     325

-------
    E.  State Departments of Agriculture
Ul
   State

Alabama



Alaska


American Samoa


Arizona



Arkansas


California



Colorado



Connecticut
                       Commissioner
                       Director
                       Director
                       Director
                        Director
                        Director
                        Commissioner
                        Commissioner
                     Address

Department of Agriculture and Industries,
State Office Building, 501 Dexter Avenue,
P.O. Box 220, Montgomery, Alabama 36104

Department of Agriculture, P.O. Box 800
Palmer, Alaska 99645

Department of Agriculture, Fago Pago,
American Samoa 96920

Arizona Commission of Agriculture and
Horticulture, P.O. Box 6189,
Phoenix, Arizona 85005

Arkansas State Plant Board, P.O. Box 1069,
Little Rock, Arkansas 72203

Department of Agriculture,  1220 N Street,
Agriculture  Building, Sacramento,
California 95814

Department of Agriculture,  424 State
Services Building,  1525 Sherman Street,
Denver, Colorado 80203

Department of Agriculture and Natural Resources,
State Office Building, Hartford, Connecticut
06115
 Commercial
Telephone No.

205-269-6141 and
205-264-4290
907-745-3236
602-271-4191
501-371-1021
 916-445-7126
 303-892-2811
 203-566-4667

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   State

Delaware


Florida


Georgia


Guam


Hawaii


Idaho


Illinois


Indiana



Iowa


Kansas
Secretary
Commissioner
Commissioner
Director
Chairman
Commissioner
Director
Director
Secretary
Secretary
                  Address

Department of Agriculture, Drawer D,
Dover, Delaware 19901

Department of Agriculture and Consumer Services,
The Capitol, Tallahassee, Florida 32304

Department of Agriculture, Agriculture Building,
Capitol Square, Atlanta, Georgia 30334

Guam Department of Agriculture, Government of
Guam, USA, Agana, Guam 96910

Department of Agriculture, P.O. Box 5425,
Honolulu, Hawaii 96814

Idaho Department of Agriculture, P.O. Box 790,
Boise, Idaho 83701

Department of Agriculture, State Fairground,
Springfield, Illinois 62706

Agricultural Experiment Station, 102 AES
Building, Purdue University, West Lafayette,
Indiana 47907

Department of Agriculture, State House,
Des Moines, Iowa 50319

State Board of Agriculture, 1025-S State
Office Building, Topeka, Kansas 66612
 Commercial
Telephone No.

302-678-4811
904-599-7345
404-656-3600
808-841-3071
                                                                     208-384-3242
                                                                     217-525-2274
                                                                     317-749-2461
                                                                     515-281-5321
                                                                     913-296-3556

-------

       State

    Kentucky


    Louis iana



    Maine


    Maryland
oo   Massachusetts
    Michigan
     Minnesota
     Mississippi
     Missouri
Commissioner
Commissioner
Commissioner
Director
Commissioner
 Director
 Commissioner
 Commissioner
 Commissioner
               Address

Department of Agriculture, Capitol Annex,
Frankfort, Kentucky 40601

Department of Agriculture and Immigration,
P.O. Box 44302, Capitol Station,
Baton Rouge, Louisiana 70804

Department of Agriculture, State Office
Building, Augusta, Maine 04330

State Board of Agriculture Programs,
State Board of Agriculture, College Park,
Maryland 20742

Department of Agriculture, State Office
Building, 100 Cambridge Street, Boston,
Massachusetts 02202

Michigan Department of Agriculture,
Lewis Cass Office  Building,  Lansing,
Michigan 48913

Department of Agriculture, 530  State Office
Building, St.  Paul, Minnesota 55101

Department of Agriculture and Commerce,
P.O. Box  1609, Jackson, Mississippi 39205

Department of Agriculture, 100  East Capitol
Avenue, Jefferson  State Office  Building,
Jefferson City, Missouri  65102
 Commercial
Telephone No.

502-564-4696
504-389-5453
207-289-3871
301-454-3713
617-727-3002
 517-373-1050
 612-221-2856
 601-354-6563
 314-636-7166

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to
N>
VO
   State

Montana


Nebraska


Nevada


New Hampshire


New Jersey


New Mexico


New York


North Carolina


North Dakota


Ohio
                        Commissioner
                        Director
                       Director
                       Commissioner
                        Secretary
                       Director
                       Commissioner
                       Commissioner
                       Commissioner
                       Director
               Address

Department of Agriculture, Capitol Annex
Building, Helena, Montana 59601

Department of Agriculture, State Capitol,
Lincoln, Nebraska 68509

Nevada Department of Agriculture, 350 Capitol
Hill Avenue, P.O. Box 1209, Reno, Nevada 89504

Department of Agriculture, State House,
107 Main Street, Concord, New Hampshire 03301

New Jersey Department of Agriculture, P.O. Box
1888, John Fitch Plaza, Trenton, New Jersey 08625

Department of Agriculture, P.O. Box 3189,
Las Cruces, New Mexico 88001

Department of Agriculture and Markets,
State Campus, Albany, New York 12226

Department of Agriculture, Raleigh,
North Carolina 27602

Department of Agriculture, 601 Capitol
Building, Bismarck,  North Dakota 58501

Ohio Department of Agriculture, State Office
Building, Columbus,  Ohio 43215
 Commercial
Telephone No.

406-449-3144
402-471-2341
702-784-6401
603-271-3551
609-292-3976
505-646-3007
518-457-4188
919-829-7125
701-224-2231
614-469-2732

-------
       State

    Oklahoma


    Oregon


    Pennsylvania


    Puerto Rico


    Rhode Island
u>
o
     South Dakota
     Tennessee
     Texas
                   President


                   Director


                   Secretary


                   Secretary


                   Director
South Carolina     Commissioner
                   Secretary
                   Commissioner
                   Commissioner
                Address

Ohio Department of Agriculture, State Capitol
Building, Oklahoma City, Oklahoma 73105

State Department of Agriculture,
Salem, Oregon 97310

Department of Agriculture, 2301 N. Cameron
Street, Harrisburg, Pennsylvania 17120

Department of Agriculture, P.O. Box 10163,
Santruce, Puerto Rico  00908

Department of Natural Resources, Veterans
Memorial Building, 83 Park Street, Providence,
Rhode Island 02903

Department of Agriculture, Wade Hampton Office
Building, P.O. Box 11980, Columbia, South
Carolina 29211

Department of Agriculture, Pierre, South
Dakota 57501

Department of Agriculture, Box 40627,
Melrose Station, Nashville, Tennessee 37204

Department of Agriculture, P.O. Box 12847,
Capitol Station, Austin, Texas 78711
 Commercial
Telephone No.

405-521-3866
503-378-4665
717-787-4737
809-722-2120
401-277-2000
                                                                                            803-758-2426
 605-224-3375
 615-832-6155
512-475-2760

-------
u>
    State

Utah


Vermont


Virgin Islands


Virginia


Washington


West Virginia


Wisconsin


Wyoming
                       Commissioner
                       Commissioner
                       Commissioner
                       Commissioner
                       Director
                       Commissioner
                       Secretary
                       Commissioner
                 Address

Department of Agriculture, 412 State Capitol
Building, Salt Lake City, Utah 84114

Department of Agriculture, Agriculture
Building, Montpelier, Vermont 05602

Department of Agriculture, St. Croix,
Virgin Islands 00820

Department of Agriculture and Commerce,
P.O. Box 1163, Richmond, Virginia 23219

Department of Agriculture, General Administration
Building, P.O. Box 128, Olympia, Washington 98501

Department of Agriculture, State Capitol
Building, Charleston, West Virginia 25305

Department of Agriculture, 801 West Badger Road,
Madison, Wisconsin 53702

Department of Agriculture, 313 Capitol Building,
Cheyenne, Wyoming 82001
 Commercial
Telephone No.

801-328-5421
802-223-2311
809-772-0990
703-770-3501
206-753-5050
304-348-2201
                                                                                            608-266-7100
307-777-7321

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      F.  U.S. Forest Service;  National Forest Regions. Research Units.'and Region
            Offices of State and Private Forestry
      National
       Forest
       Region
         No.
10
            Address

Forest Service-USDA
Federal Building
Missoula, Montana 59801
Phone:  406-549-6511

Forest Service-USDA
Federal Center
Building 85
Denver, Colorado 80225
Phone:  303-234-3131

Forest Service-USDA
New Federal  Building
Albuquerque,  New Mexico 87101
Phone:  505-843-2401

Forest Service-USDA
324 - 25th Street
Ogden, Utah  84401
Phone:  801-399-6011
National
 Forest
 Region
   No.
                                                         8
                                                        10
               Address

Forest Service-USDA
319 Southwest Pine Street
Portland, Oregon 97208
Phone:  505-221-3625

Forest Service-USDA
Suite 800
1720 Peachtree Road, N.W.
Atlanta, Georgia 30309
Thone:  404-526-5177

Forest Service-USDA
Greyhound Building
633 West Wisconsin Avenue
Milwaukee, Wisconsin 53203
Phone:  414-224-3693

Forest Service-USDA
Juneau, Alaska 99801
Phone:  907-586-7263
                   Forest Service-USDA
                   630 Sansome Street
                   San Francisco, California 94111
                   Phone:  415-556-4310

-------
      Research Units
        Research Units
Forest Products Laboratory
Forest Service-USDA
North Walnut Street
Madison, Wisconsin 53705
Phone:  608-257-2211

Institute of Tropical Forestry
USDA-Forest Service
P.O. Box AQ
Rio Piedras, Puerto Rico 00928
Phone:  809-765-0404

Intermountain Experiment Station
Forest Service-USDA
Forest Service Building
Ogden, Utah 84401
Phone:  801-399-6361

North Central Experiment Station
Forest  Service-USDA
University Farm
St. Paul, Minnesota 55101
Phone:  612-645-0841

Northeastern Experiment  Station
Forest  Service-USDA
6816  Market Street
Upper Darby, Pennsylvania  19082
 Phone:   215-352-5800

 Pacific Northwest Experiment Station
 Forest Service-USDA
 809 Northeast  6th Avenue
 Portland,  Oregon 97208
 Phone:  508-234-3361

 Pacific Southwest Experiment Station
 Forest Service-USDA
 Stead Building
 1960 Addison Street
 Berkeley, California 94701
 Phone:  415-841-5121
Rocky Mountain Experiment Station
Forest Service-USDA
Forestry Building
Fort Collins, Colorado 80521
Phone:  303-482-7332

Southeastern Experiment Station
Forest Service-USDA
Post Office Building
Asheville, North Carolina 28802
Phone:  707-254-0961

Southern Experiment Station
Forest Service-USDA
T-10-210 Federal Building
701 Loyola Avenue
New Orleans, Louisiana 70113
Phone:  504-527-6787
 State and  Private Forestry

 Northeastern Area
 Forest Service-USDA
 6816 Market Street
 Upper Darby, Pennsylvania 19082
 Phone:  215-352-5800

 Southeastern Area
 Forest Service-USDA
 Suite 800
 1720 Peachtree Road, N.W.
 Atlanta, Georgia 30390
 Phone:  404-526-5964
                                     333

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 G.   Plant  Materials Centers.  Soil Conservation Service,  and Cooperating
       Agencies

 ALASKA,  Star Route B,  Box 357,  Palmer  99645
 ARIZONA, 3241 Romers Road,  Tucson  85705
 CALIFORNIA,  P.O.  Box 68,  Lockeford  95237
 FLORIDA, Route  2,  Box 242,  Brooksville   33512
 GEORGIA, Box 680,  University  of Georgia, Americus   31709
 HAWAII,  P. 0. Box 74,  Hoolehula, Molokia  96729
 IDAHO, P.O.  Box AA,  Aberdeen  83210
 KANSAS,  Route 2,  P.O.  Box 829,  Manhattan  66502
 KENTUCKY,  Plant Materials Centers,  Quicksand  41363
 MARYLAND,  Building 509, Agricultural Research  Center,  Beltsville
 MICHIGAN,  Route 1,  Rose Lake, East  Lansing  48824
 MISSISSIPPI,  P.O.  Box  D,  Coffeeville 38922
 MISSOURI,  P.O.  Box 108, Elsberry 63343
 MONTANA, Route  1,  Box  81,  Bridger  59014
 NEW JERSEY,  P.O. Box 236-A, RD-1, Cape May Court  08210
 NEW MEXICO,  Route  1, Box  28, Los Lunas   87031
 NEW YORK,  P.O.  Box 295, Route 352,  Big Flats   14814
 NORTH DAKOTA, P.O. Box 1458, Bismarck  58501
 OREGON, 3420 Northeast Granger Avenue, Corvallis  97330
 TEXAS, Route  1, Box  133-A, Knox  City 75929
WASHINGTON, Johnson  Hall, Washington State University, Pullman  99163
H.  Transportation Research Information Service  (from the Tranaporatlon
      Research Board, National Research Council, National Academy of Sci-
      ence, National Academy of Engineering)

Manager, Highway Research Board, 2101 Constitution Avenue, N.W., Washington,
  D.C.  20418 (Telephone:  202-961-1782).

Highway Research Information Service, Room 515, Joseph Henry Building,
  2100 Pennsylvania Avenue, N.W., Washington, D.C.  20418
                                    334

-------
     I.   Resource Associations and Organizations
Ul
AGRONOMY

American Forage and Grassland Council
P.O.  Box 48
State College, Pennsylvania 16801
Executive Secretary

American Society of Agronomy
677 South Segoe Road
Madison, Wisconsin  53711
Executive Vice President

Crop  Science Society  of America
677 South Segoe Road
Madison, tfsiconsin  53711
Executive  Vice President

Soil  Conservation Society of America
7515  Northeast Ankeny Road
Ankeny,  Iowa  50021
Director

Soil  Science Society  of America
677 South  Segoe Road
Madison, Wisconsin  53711
Executive Vice President
ARCHITECTURE

American Institute of Landscape Architects
6810 North 2nd Place
Phoenix, Arizonia 85012

American Society of Landscape Architects
1750 Old Meadow Road
McLean, Virginia  22101
Executive Director

BOTANY

American Association of Botanical Gardens
  and Arboreta, Inc.
Horticulture Department
New Mexico State University
Las Cruces, New Mexico 88003
Secretary-Treasurer

Botanical Society of America
Rutgers University
New Brunswick, New Jersey  08903
Secretary

-------
    CONSTRUCTION
w
American Land Development Association
604 Solar Building
1000 - 16th Street, N.W.
Washington, D.C.  20036

Arizona Landscape Contractors Association
326 West Cambridge Avenue
Phoenix, Arizonia  85003
Executive Secretary

Associated  Landscape  Contractors of America, Inc.
1750 Old Meadow Road
McLean, Virginia  22101
Executive  Director

Associated Landscape  Contractors of Oregon
 Box 2228
 Salem, Oregon  97308

 Associated Landscape Designers and Contractors
 702 North 65th Street
 Seattle,  Washington  98103

 California Landscape Contractors Association, Inc.
 4570 Campus Drive
 Suite 8
 Newport Beach, California  92660
 Executive Director

 Illinois Landscape Contractors Association
 Box 484
 Bloomingdale,  Illinois  60108
 Executive Secretary
Minnesota Landscape Maintenance Association, Inc.
6643 Coifax Avenue, N.
Minneapolis, Minnesota  55430
Executive Secretary

National Landscape Association
230 Southern Building
15th and H Streets, N.W.
Washington, D.C.  20005
Executive Vice President

Ornamental Growers Association
645 North Milwaukee Avenue
Wheeling,  Illinois  60090
Secretary-Treasurer

Professional  Landscape  Contractors  of Ohio
2265  Green Road
Cleveland,  Ohio   44121
Historian

Texas Landscape  Contractors Association
 7700  Northaven Road
 Dallas, Texas  75230
 Director

Wisconsin Landscape Contractors Association
 4209 35th Street
 Milwaukee, Wisconsin  532LI
 Secretary-Treasurer

-------
ECOLOGY AND ENVIRONMENT
FARM EQUIPMENT
The Conservation Foundation
1250 Connecticut Avenue, N.W.
Washington, D.C.  20005

Council on Environmental Quality
722 Jackson Place
Washington, D.C.  20006

Environmental Protection Agency
Office of Public Affairs
Washington, D.C.  20460

Keep America Beautiful, Inc.
99 Park Avenue
New York, New York
Executive Vice President

National Audubon Society
1L30 5th Avenue
New York, New York   10028

National Wildlife Federation
1412 16th Street, N.W.
Washington, D.C.  20005

The Nature Conservancy
1522 K Street, N.W.
Washington, D.C.  20005
American Society of Agricultural Engineers
2950 Niles Road
St. Joseph, Michigan  49085
Executive Secretary

Farm and Industrial Equipment Institute
410 North Michigan Avenue
Chicago, Illinois  60611
Executive Secretary

Farm Equipment Manufacturers Association
230 South Bemiston
St. Louis, Missouri  63105
Executive Vice President

Farm Equipment Wholesalers Association
Suite 1100
Upper Midwest Building
Minneapolis, Minnesota  55401
Executive Director

National Farm and Power Equipment Dealers Association
2340 Hampton Avenue
St. Louis, Missouri  63139
Executive Vice President, Dealer
  Business Management Services

-------
                   FERTILIZERS
                                                                               HARDWARE
u>
W
00
Association of American Plant Food Control Officials,
Department of Biochemistry
Purdue University
West Lafayette, Indiana  47907
Secretary

Association of Official Analytical Chemists
P.O. Box 540
Benjamin Franklin  Station
Washington, D.C.   20044
Executive Secretary

Fertilizer Institute, The
1015 18th Street,  N.W.
Washington, D.C.   20036
President

Manufacturing  Chemists Association
1825 Connecticut Avenue,  N.W.
Washington, D.C.   20009
Vice President,  Secretary-Treasurer

National Fertilizer Solutions  Association
Suite  910
Lehman Building
Peoria, Illinois  61602
Executive  Director

Rational Limestone Institute,  Inc.
1315  16th  Street,  N.W.
Washington, D.C.   20036
President

Potash Institute of North America,  Inc.
1649 Tullie Circle,  N.E.
Atlanta, Georgia   30329
                                                                         Inc.
                                                                               National Houseware Manufacturers Association
                                                                               1130 Merchandise Mart
                                                                               Chicago, Illinois  60654
                                                                               Managing Director

                                                                               HORTICULTURE

                                                                               American Horticultural Society
                                                                               Mount Vernon, Virginia  22121
                                                                               Executive Director

                                                                               American Society for Horticultural Science
                                                                               914 Main Street
                                                                               St. Joseph, Michigan  49085
                                                                               Executive Director
Horticultural Dealers Association,
99 Church Street
New York, New York  10007
Secretary-Treasurer
                                                                                                                   Inc.
                                                                                Horticulture Research Institute,
                                                                                230 Southern Building
                                                                                Washington,  D.C.   20005
                                                                                Executive Vice President

                                                                                IRRIGATION

                                                                                Irrigation Technical Services
                                                                                P.O.  Box 268
                                                                                Lafayette, California 94549
                                                                                Sprinkler  Irrigation Association
                                                                                Suite  310
                                                                                13975  Connecticut Avenue
                                                                                Silver Spring, Maryland  20906
                                 Inc.

-------
     NURSERY AND LANDSCAPING
vo
 Alabama Nurserymen's Association
 860 Terrace Acres
 Auburn, Alabama  36830
 President

 American Association of Nurserymen,  Inc.
 230 Southern Building
 Washington, D.C.   20005
 Executive Vice  President

 American Nurserymen's Protective Association
 Rural Route 2
 Box 25
 Indianapolis, Indiana  46231
 Secretary-Treasurer

 American Rock Garden Society
 90  Pierpont Road
 Waterbury,  Connecticut   06705
 Secretary

 Arizona  Nurserymen's Association
 326 West Cambridge
 Phoenix, Arizona  85003
Executive Secretary

 California Association of Nurserymen
First Western Bank Building
 1005 Eighth  Street
 Sacramento,  California   95814
Executive Secretary
 Canadian Nursery Trades Association
 1568 Carling Avenue
 Ottawa,  Canada  K1Z  7M5
 Executive Vice  President

 Colorado Nurserymen's Association
 1814 South Meade
 Denver Colorado  80219
 Executive Secretary

 Connecticut Nurserymen's Association
 P.O.  Box 352
 West  Haven, Connecticut 06516
 Executive  Secretary

 Del-Mar-Va Association of Nurserymen
 Box 306
 Selbyvilie, Delaware  19975
 Secretary

 Eastern Regional Nurserymen's Association
 101 Executive Boulevard
 Elmsford, New York  10523
 Executive Director

 Florida Nurserymen and Growers Association
 2016 Southwest 27th Terrace
Fort Lauderdale, Florida  33312
Executive Secretary

-------
    NURSERY AND  LANDSCAPING  (Continued)
LO

§
Georgia Nurseryman's Association
c/o Miller Hall
University of Georgia
Athens, Georgia  30601
Executive Secretary

Greater Atlanta Nurserymen's Association
107 Lakeview Avenue, N.E.
Atlanta, Georgia  30305

Idaho Nursery and Tree Association
2528 North Cloverdale Road
Boise, Idaho  83702
Secretary-Treasurer

Illinois State Nurserymen's Association
645 North Milwaukee Avenue
Wheeling, Illinois  60090
Secretary
     Indiana Association of Nurserymen,
     Entomology Hall
     Purdue University
     West Lafayette, Indiana  47907
     Executive Secretary

     Iowa Nurserymen's Association
     7261 Northwest 21st Street
     Ankeny, Iowa  50021
     Executive Secretary
                                    Inc.
Kansas Association of Nurserymen
1239 South Hickory Street
Ottawa, Kansas  66067
Secretary

Kentucky Nurserymen's Association
Kentucky Agricultural Experiment Station
University of Kentucky
Lexington, Kentucky  40506
Secretary

Lake County Nurserymen's Association
P.O. Box 135
Mentor, Ohio  44060
Secretary

Louisiana Nurserymen's Association
Box 4492
University of Southwestern Louisiana
Lafayette, Louisiana  70501
Secretary

Maryland Nurserymen's Association
Joppa  Road
Ferry  Hall, Maryland  21128
Executive Secretary

Massachusetts Nurserymen's Association
715 Boylston  St.
Boston, Massachusetts   02116
Executive Director or
Associate Director

-------
 NURSERY AND LANDSCAPING (Continued)
 Metropolitan Detroit Landscape Association
 P.O. Box 550
 Wayne, Michigan  48184
 President

 Michigan Association of Nurserymen
 5127 Aurelius Road
 Lansing, Michigan  48910
 Secretary

 Mid-Plains Nurserymen's Association
 3481 East 10th Street
 Sioux Falls, South Dakota  57103

 Minnesota Nurserymen's Association
 Box 271
 Hastings, Minnesota  55033
 Secretary-Treasurer

 Mississippi Nurserymen's Association
 Mississippi State University
 P.O.  Box 5425
 State College, Mississippi  39762
 Secretary-Treasurer

 Missouri Association of  Nurserymen
 233 Timber-crest Road
 Klrkwood, Missouri 63122
 Executive  Secretary-Treasurer

Montana-Wyoming Turf and Nurserymen's Association
Montana State University
Bozeman, Montana   59715
Secretary
 National Landscape Association
 230 Southern Building
 Washington, D.C.   20005
 Administrator

 Nebraska Association of Nurserymen
 2342 South 40th Street
 Lincoln, Nebraska  68506
 Secretary-Treasurer

 Nevada Turfgrass  and Landscape Council
 Box 16004
 Federal Station
 Las Vegas,  Nevada  89101
 President

 New England Nurserymen's Association
 P.O. Box 352
 West Haven, Connecticut  06516
 Executive Secretary

 New Hampshire Plant Growers Association
 RFD 2
 West Franklin, New Hampshire  03235
 Secretary-Treasurer

 New Jersey Association of Nurserymen
 Department of Horticulture and Forestry
 Rutgers University
New Brunswick, New Jersey  08903
Secretary

-------
     NURSERY AND LANDSCAPING (Continued)
to
New York State Nurserymen's Association, Inc.
101 Executive Boulevard
Elmsford, New York  10523
Executive Director

North Carolina Nurserymen's Association
Box 5023
College Station
Raleigh, North Carolina  27607
Secretary

North Dakota Nurserymen's Association
Highway 81
South Fargo, North  Dakota  58102
Secretary

Ohio Nurserymen's Association
1540 West 5th Avenue
Columbus, Ohio  43212
Executive Secretary

Oklahoma Nurserymen1s Association
4717 West Park Place
Oklahoma City, Oklahoma  73127
Secretary

Oregon Association  of Nurserymen, Inc.
12750 Southwest Pacific  Highway
Portland, Oregon  97223
executive Secretary
Pennsylvania Nurserymen's Association
Hilltop and Ridge Roads
Boiling Springs, Pennsylvania  17007
Executive Director

Rhode Island Nurserymen's Association
339 Woodward Hall
University of Rhode Island
Kingston, Rhode Island  02881
Secretary

South Carolina Nurserymen's Association
Horticulture Department
Clemson University
Clemson, South Carolina  29631
Executive Secretary

South Dakota Nurserymen's Association
P.O. Box 1014
Aberdeen, South Dakota  57401
Secretary-Treasurer

Southern Nurserymen's Association
3813 Hillsboro Road
Room 227
Nashville, Tennessee  37215
Executive Secretary

Tennessee Nurserymen's Association
P.O. Box 57
McMinnville, Tennessee  37110
Executive Secretary

-------
                   NURSERY AND LANDSCAPING (Continued)
U>
Texas Association of Nurserymen
512 East Riverside Drive
Suite 207
Austin, Texas  78704
Executive Vice President

Utah Association of Nurserymen
3500 South 9th East
Salt Lake City. Utah  84106
Executive Secretary

Vermont Plantsmen's Association
Reading, Vermont  05062
Executive Secretary

Virginia Nurserymen's Association
Campbell's Native Nursery
RFD 2
Sedley Road
Franklin, Virginia  23851
Secretary

Washington State Nurserymen's Association, Inc.
1201 25th Avenue, Ct., N.E.
Puyallup, Washington  98371
Executive Secretary

West Virginia Nurserymen's Association
415 Jefferson Road
South Charleston, West Virginia  25309
President
Western Association of Nurserymen
9305 Vaughn
Raytown, Missouri  64133
Executive Secretary

Wholesale Nursery Growers of America, Inc.
230 Southern Building
Washington, D.C.  20005
Executive Vice President

Wisconsin Nurserymen's Association
1452 Highway B
OconomoHoc, Wisconsin  53066
Secretary

Oregon Tall Fescue Commission
2111 Front Street, N.E.
Salem, Oregon  97303
                                                                           Oregon Chewings and  Creeping Red  Fescue Commission
                                                                           1349 Capitol Street, N.E.
                                                                           Salem, Oregon  97303

                                                                           Society of Commercial  Seed  Technologists
                                                                           Colborn Seed Testing Service
                                                                           2600 Woods Boulevard
                                                                           Lincoln, Nebraska  68502
                                                                           Secretary-Treasurer

                                                                           Manhattan Ryegrass Growers  Association
                                                                           P.O. Box 145
                                                                           Hubbard, Oregon  97032

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     NURSERY AND LANDSCAPING (Continued)
                                                        TREES
Ul
*»
•p-
Sod Growers Association of Mid-America
15515 Wolf Road
Orlaad Park, Illinois  60462
Executive Secretary

Turf Research Foundation
10L Park Avenue
New York, Hew York  10017
President

SOIL CONDITIONERS

Peat Producers Association of  the United States
1224 17th Street, N.W.
Washington, B.C.  20036
General Counsel

Perlite Institutes, Inc.
45 West 45th Street
Hew York, New York  10036
Managing Director

U.S. National Committee of the International  Peat
  Society
2202 Washington Avenue
Silver Springs, Maryland  20910
Secretary-Treasurer
American Forest Institute
1619 Massachusetts Avenue, N.W.
Washington, B.C.  20036
Executive Vice President

American Society for Horticultural
  Science
Mount Vernon, Virginia 22121

International Shade Tree Conference, Inc.
P.O. Box 71,
Three Lincoln Square
Urbana, Illinois  61801
Executive Secretary

National Arborist Association
1750 Old Meadow Road
JfcLean, Virginia  22101
Executive Secretary

National Christinas Tree  Growers Association
225 East Michigan Street
Milwaukee,  Wisconsin   53202
Executive Director

Society of  American Foresters
1010-16th Street, N.W.
Washington, D.C.  20036

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UJ
PEST CONTROL

Association of American Pesticide Control Officials, Inc.
1615 South Harrison Road
East Lansing, Michigan  48823
Secretary

Chemical Specialties Manufacturers Association
50 East 41st Street,
New York, New York  10017
Executive Director

Crop Protection Institute Biological Research Center
P.O. Drawer S,
Durham, New Hampshire  03824
Director

Entomological Society of America
4603 Calvert Road
College Park, Maryland  20740
Executive Secretary

International Pesticide Applicators Association, lac.
P.O. Box 66022
Burien, Washington  98166

National Agricultural Chemicals Association
1155 15th Street, N.W.
Washington, D.C.  20005
President
National Pest Control Association
250 West Jersey Street
Elizabeth, New Jersey  07207
Executive Director

National Sprayer and Duster Association
850 Wrigley Building, N.
410 North Michigan Avenue
Chicago, Illinois  60611
Executive Secretary

Weed Science Society of America
Department of Agronomy
University of Illinois
Urbana, Illinois  61801
Business Manager-Treasurer
     National Association of Insect Electrocuter Manufacturers
     P.O.  Box 150
     Clinton Corners,  New York  12514
     Secretary

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     POWER EQUIPMENT—PARTS

     Automotive Electric Association
     Suite 202
     Executive Plaza Building
     1301 West 22nd Street
     Oak Brook, Illinois  60521
     Executive Vice President

     Maryland Lawn Mower Dealers Association, Inc.
     P.O. Box 68
     Kingsville, Maryland  21084
     President
10
Outdoor Power Equipment Institute, Inc.
Suite 903-05
1725 K Street, N.W.
Washington, D.C.  20006
Executive Director
Power Saw Manufacturers Association
P.O. Box 7256
Belle View Station
Alexandria, Virginia  22307
Executive Secretary

SEED/SOD

American Rhododendron Society
2232 Northeast 78th Avenue
Portland, Oregon  97213
Executive Secretary
Association of American Seed Control Officials
Seed Laboratory
University of Kentucky
Lexington, Kentucky
Secretary-Treasurer

Atlantic  Seedmen's Association
101 Park Avenue
New York, New York  10017
Executive Secretary

Better Lawn and Turf Institute
Route 4
Kimberdale
Marysville, Ohio  43040
Director
                                                            Central Plains Turfgrass Foundation
                                                            Waters Hall
                                                            Kansas State University
                                                            Horticulture
                                                            Manhattan, Kansas  66506
                                                            Secretary-Treasurer

                                                            Chewings Fescue and Creeping Red Fescue Commission
                                                            1349 South Capitol Street, N.E.
                                                            Salem, Oregon  97303
                                                            Executive Secretary

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  SEED/SOD (Continued)

  Cultivated Sod Association of Hew Jersey
  College  of Agriculture and Environmental Science
  Rutgers  University
  New Brunswick, New Jersey  08903
  Secretary

  Delaware Turfgrass Association
 Agriculture Hall
  University of Delaware
 Newark, Delaware  19711
 Florida Turfgrass Association
 903 Lee Road
 Orlando, Florida  32810
 Executive Secretary

 Garrao, inc.
 Association Building
 9th and Minnesota
 Hastings, Nebraska  68901

 Highland Colonial Bentgrass  Commission
 Department G
 Suite 1
 Rivergrove Building
 211 Front Street, N.E.
 Salem, Oregon  97303

 Sod Growers Association of Michigan
 60  Rush Lake Road
 Pickney,  Michigan
 Secretary
                                                 Marion Bluegrass Association
                                                 101 Park Avenue
                                                 Room 607
                                                 New York, New York  10017
                                                 Public Relations Director

                                                 New Jersey Turfgrass Association
                                                 P.O. Box 359
                                                 Springfield, New Jersey  07081
                                                 President

                                                 Oklahoma Turfgrass Research Foundation, Inc.
                                                 115 Life Science East,
                                                 Oklahoma State University
                                                 Stillwater,  Oklahoma  74074
                                                 Executive Secretary

                                                 Oregon Highland Colonial Bentgrass Commission
                                                 2111 Front Street,  N.E.
                                                 Salem,  Oregon  97303
                                                 Oregon Ryegrass  Growers  Seed  Commission
                                                 2111  Front  Street,  N.E.
                                                 Salem  Oregon 97303
Source:
"Grounds Maintenance," Intertec Publishing Corporation, Kansas City, Missouri, December 1973.

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J.  Selection and Limitations of Mulching Materials for Stabilizing
      Critical Areas!/

          1.  Introduction;  The most effective way to stabilize a criti-
cal area is to establish plants quickly.  Mulching nearly always shortens
the time required to establish a suitable plant cover by reducing evapora-
tion, moderating soil temperatures to promote germination and seedling
growth, preventing crusting, and controlling wind and water erosion.

          Any substance spread, formed, or left on the soil surface may
act as a mulch.  There is an infinite variety of mulching materials:  straw,
hay, and other crop residues, sawdust, woodchips, wood fiber, bark, manure,
brush, jute or burlap, gravel, stones, peat, paper, leaves, plastic film,
and various organic and inorganic liquids—and this is not a complete list.

          Mulching helps stabilize critical areas by improving plant
establishment, through conserving moisture, moderating temperatures, pre-
venting surface crusting, and reducing erosion.  Among the many mate-
rials suitable for mulching, crop residues such as straw and hay generally
are the most available, economical, and conmonly used.  The standard amount
is 1-1/2 to 2 tons of straw per acre.  A variety of wood residues, includ-
ing woodchips, bark, excelsior, and cellulose fiber, are available as
mulching materials.  Several petroleum products, such as asphalt and resin-
in-water emulsions, are useful as mulches for establishing vegetation.
Also available for special situations are plastic films, gravel, stones,
manure, jute, peat, and paper.  Selection depends on characteristics of
the area to be stabilized and the availability, cost, and properties of
the mulch material.

          Investigations in New Mexico have shown the advantages of mulch-
ing for establishing perennial species.  For simmer seeding near Santa Fe,
the most effective mulch material was straw or a white petroleum resin;
these materials reduced moisture losses and lowered mid-afternoon tempera-
tures in the top inch of soil during the time seeds were germinating and
seedlings emerging.
I/  Presented by H. W. Springfield, Range Scientist, Rocky Mountain Forest
      and Range Experiment Station, Albuquerque, New Mexico, at the Criti-
      cal Area Stabilization Workshop of the New Mexico Interagency Range
      Committee, in Albuquerque, New Mexico, 27-29 April 1971.  Reproduced
      without change (except for handbook style conformity), including
      literature cited.
                                   348

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          How effective a mulch will be depends on many factors, includ-
ing physical and chemical properties of the soil, land-forming or cultural
practices, and characteristics of the mulch itself, such as color, roughness,
and manner of application (Qashu and Evans, 1967).—'  The effect of color
and roughness of the soil surface are directly related to the radiation
balance at the surface and, consequently, heat transfer in the soil.  Slope,
aspect, and orientation of the soil surface influence the solar energy
received.  Other considerations are steepness and length of slope, soil
texture and depth, rate of application of the mulch, and weather before,
during, and after application.

          2.  Mulch materials and application;  Materials for mulching will
be discussed in the following order:  crop residues, wood residues, petroleum
products, latex emulsions, plastic films, gravel, stones, and other mate-
rials.

               a.  Crop residues;  Crop residues undoubtedly are the most
widely used mulching materials.  They may be produced in place or hauled
in.

               A special category of crop residues are those produced in
place, such as stubble mulch and no-tillage cropping.  For some situations
the most practical method for stabilizing the soil is to grow an annual
crop like sorghum and convert it to a temporary mulch in place.  Bartee
(1964)2.' reported "dead litter mulch" effective  for establishing vegeta-
tion on floodwater-retarding structures in Texas; he found by mowing the
sorghum to a height of 6 to 10 in., the mulch material was distributed
evenly over the area and the stalks kept the cut material from blowing
away.  A disadvantage is that this type of mulch cannot be established  in
all seasons, or on all areas.
.!/  Qashu, H. K., and D. D. Evans, "Effect of Black Granular Mulch on
      Soil Temperature, Water Content, and Crusting," Soil Science Society
      of America Proceedings, 3JU 429-435,(1967).
27  Bartee, L. D., "Evaluation of Mulch Materials for Establishing Vegeta-
      tion on Small Dams," Journal of Soil and Water Conservation. 19jll7-
      118 (1964).
                                   349

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                The crop residues most commonly used as mulch are wheat
 straw and native hay, hauled in (Chepil et al., 19631/).  Either oat or
 barley straw is as effective as wheat straw, and tame hay is as good as
 wild hay.  The material should be free of seeds.  As a rule, the best
 mulch is the one most available and nearest.  A fine-stemmed baled mulch
 is preferable to a loose mulch for mechanical spreading.  Beater-type mulch
 spreaders work well on level areas, but a blower-type is best for steep
 slopes.   Methods that require the least hand labor usually prove most
 economical.   Regardless of the material or method, the mulch should be
 spread uniformly.   Baled material tends to fall in bunches unless it is
 cut or shredded, and scattered or blown with force.  The average length
 of cut stems should not be less than 6 in. if the mulch is to be anchored
 mechanically.   Brush usually has to be spread by hand, though a mechanized
 procedure has been developed (Herbel, 197ll/); an advantage of brush as
 mulch is its slow decomposition.

                Straw and hay mulches should be anchored.   According to
 Chepil et al.  (1963) the best mechanical equipment is a disk packer.   Cook
 et al.  (1970)!/ reported a straw can be held in place by punching it  into
 the soil with a mulch tiller, a modified sheepsfoot roller, or a weighted
 farm disk.   Chemical agents,  such as asphalt,  may be used to anchor straw
 or hay.   The liquid asphalt spray usually is injected directly into the
 stream of mulch as  it comes out of the spreader.

                In a classical experiment,  Russel (1940)-^  exposed moist
 soil to  different conditions  for  4 days during the summer;  relative losses
were:
_!/  Chepil, W. S,, N. P. Woodruff, F.  H.  Siddoway,  and  D. V. Annbrust,
      "Mulches for Wind and Water Erosion Control," Agricultural  Research
      Service. ARS 41-84, 23 pages (1963).
2/  Herbel, C. H., "Environmental Modification  for  Seedling Establish-
      ment," in:   The Biology and Utilization of Grass.  V. Youngner and
      C. McKell,  Ed., Academic Press,  Inc., New York, in press  (1971).
3_/  Cook, C. W.,  I. B. Jensen, G. B. Coltharp,  and  E. M. Larson,  "Seed-
      ing Methods for Utah Roadsides," Utah Agricultural Experiment
      Station Resources Series 52, 23 pages, illustrated, (1970).
4/  Russel, J. C., "The Effect of Surface Cover on  Soil Moisture  Losses
      by Evaporation," Soil Science Society of  America  Proceedings (1939)
      4:65-70 (1940).
                                   350

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               Bare soil                            100%
               Bare soil shaded from sun             64%
               Bare soil shaded from sun and wind    47%
               Straw mulched (1-1/2 in. thick)       27%

Russell concluded that half the effect of the straw mulch was due to ob-
struction of solar radiation.

               More recent research has clearly demonstrated the value of
straw as a mulch material.  Straw mulches proved superior to several manu-
factured mulches for establishing turf on roadside slopes in Michigan
(Beard, 196&1/).  Straw alone, straw plus asphalt, and mulchnet over straw
were better than Soil Card, Erosionet, and jute net.  Though the manufac-
tured mulches provided initial protection against erosion, they failed to
retain sufficient soil moisture for grass establishment.

               For establishing plants on highway banks in Georgia, 2
tons of straw per acre proved superior to jute, water-soluble latex,
plastic film, sawdust, or no mulch (Richardson and Diseker, 1965=.').  Fur-
ther studies in Georgia showed 2 tons of straw per acre adequately pro-
tected newly seeded 407. backs lopes when subjected to  1.3 in. of rain in
30 min (Barnett et al., 1967.2/).  When the slopes received 2.7 in.  of rain
in 60 min, two treatments stood out as best: (a) the  "whisker dam"  or
Florida method, where the straw is pressed into  loose soil by a 3-ft-
diameter roller equipped with blunt coulters 8 to 12  in. apart, and (b)  the
Cartersvilie method where after seeding, the area is  cultipacked and
covered with straw at the rate of 2 tons/acre.   In all cases where  asphalt
spray was part of the treatment, the effectiveness of the mulch was de-
creased.
J./  Beard, J. B., "A Comparison of  Mulches  for  Erosion Control  and Grass
      Establishment on Light  Soil," Michigan Agricultural Experiment
        Station  Quarterly  Bulletin. 48j369-376  (1966).
2/  Richardson,  E. C., and E. G.  Diseker, "Establishing and Maintaining
      Roadside Cover in  the Piedmont Plateau of Georgia," Agronomy Journal,
      5J7_: 561-564 (1965).
3_/  Barnett, A.  P., E. G.  Diseker,  and  E. C. Richardson,  "Evaluation  of
      Mulching Methods for Erosion Control on Newly  Prepared and Seeded
      Highway Backslopes," Agronomy Journal. 59:83-85  (1967).
                                   351

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              On backslopes in South Dakota, water infiltration was
faster and erosion much less from plots mulched with 1-1/2 tons of straw
per acre, compared with unmulched plots (Hovland et al.,  1966i'); but
stands of perennial plants did not develop due to competition from grain
seedlings that grew from seeds in the straw.  In Utah, straw at 1-1/2
tons/acre anchored with asphalt at 300 gal/acre gave good results, but
Cook et al.  (1970) pointed out this mulch is susceptible to being carried
away by wind and water.  In Texas, prairie  hay or straw at 1-1/2 tons/
acre applied with 0.05 gal/yard2 of asphalt effectively conserved moisture
and protected the soil  (McCully and Bowmer, 1969=').

              For stabilizing coal spoil banks  in Wyoming  the  most  ef-
fective  treatment was seeding,  then mulching with  straw and  jute netting
 (Jacoby,  1969-/).   Straw alone  resulted in  denser  seedling stands than
jute  alone.   For reducing soil  losses from  newly constructed backslopes
in the Pacific  Northwest,  straw mulch at the rate  of 2 tons/acre over
grass-legume mixtures were found essential  (Dyrness, 1970!/).

               In the Australian alps, fine meadow hay applied at 2-1/3 to
 3 tons/acre and anchored with asphalt proved effective on 2:1 slopes
 (Clothier and Condon, 19685-').   The asphalt emulsion  (anionic, medium
 setting) was applied at 400 to 500 gal/acre; this high rate was neces-
 sary due to strong winds in the alpine and subalpine  environment.

               On 15% slopes  in Indiana, mulch rates of 1/4 and  1/2 ton/
 acre reduced soil  losses to  less than a third of those from unmulched
  I/   Hovland,  D.,  D.  E. Wesley,  and  J.  Thomas,  "Establishing  Vegetative
  ~     Cover  to  Protect Roadside Soils  in South Dakota,"  South Dakota
        Agricultural Experiment Station  Bulletin No.  527.  31 pages,  illus-
        trated (1966).
  2/   McCully,  W. G.,  and  W.  J. Bowmer,  "Erosion Control on Roadsides in
  ~     Texas," Research Report 67-8  (final), Texas Transportation In-
        stitute,  33 pages, illustrated (1969).
  3/   Jacoby,  P.  W., "Revegetation Treatments for Stand Establishment on
  "~     Coal Spoil Banks," Journal of Range Management. 22:94-97, illus-
        trated (1969).
  4/  Dyrness, C. T., "Stabilization of Newly-Constructed Road Backslopes
  *~     by Mulch and Grass-Legume Treatments," USDA Forest Service  Research
        Note PNW-123, 5 pages, Pacific Northwest Forest and Range Experi-
        ment Station  (1970).
   5/  Clothier,  D.  P., and R.  W. Condon,  "Bitumen-Straw Mulching for  Better
   "~     stabilization on  the Kosciusko  Road.  New  South Wales," Soil  Con-
        aprvation  Service Journal. 24:218-230 (1968).
                                     352

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 areas (Meyer et al.,  197QI').  A 1-ton/acre rate decreased soil loss to
 only a sixth of that  from no mulch.   Runoff velocity for the 1/4-ton rate
 was only half that for no mulch.

               b.   Wood residues:  Sawdust,  woodchips,  bark,  and shavings
 constitute an abundant source of mulching material in many areas.   Wood
 residues such as  these not only protect the soil surface but also  add
 organic  matter.  As a general rule,  supplemental nitrogen (N) should be
 applied  with wood residue mulches.

               In  evaluating wood residues for mulching it is important
 to  consider particle-size distribution, carbon (C):N ratio,  composition,
 and rate of decomposition (Bollen and Glennie, 196 ll/).  Advantages of
 wood residues are: they are easier to apply, longer lasting, and less
 susceptible to blowing or fire than straw or hay.  Disadvantages are
 competition for available N, decrease of pH if the material is strongly
 fermented, and packing of fine particles.  Chips, shavings,  and mi11run
 sawdust  make good mulch, but re-saw sawdust packs tightly and may  retard
 aeration and infiltration.   If the C:N ratio exceeds 25:1, microorganisms
 carrying on decomposition will compete with plant roots for available N.
 Bark is  available from most primary wood manufacturing operations  and
 sawdust  is available  at most sawmills; both are very low in N, however
 (Basham  and Thompson,  1967.2/):

                                     £H                N (%)

               Wood                  5.2               0.1
               Bark                  3.6               0.2
               Feat                  3.8               0.8
JL/  Meyer, L.  D., W.  H. Wischmeier,  and G.  R.  Foster,  "Mulch Rates  Re-
      quired  for Erosion Control  on  Steep  Slopes,"  Soil  Scientist Society
      of America Proceedings.  34:928-931 (1970).
2/  Bollen, W.  B.,  and  D.  W.  Glennie,  "Sawdust,  Bark,  and Other Wood
      Wastes  for Soil Conditioning and Mulching," Forest Products
      Journal,  11,:38-46  (1961).
2/  Basham, B.  M.,  and W.  S.  Thompson,  "An Economic Study of the Produc-
      tion and  Use  of Sawdust and Bark as Mulches and  Soil Amendments
      for Horticultural and Agricultural Purposes," Mississippi Forest
      Products  Laboratory  Information  Series No.  6,  25 pages (1967).
                                   353

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Neither bark nor sawdust has any long-term effect on soil pH, which can
be maintained near neutral by applying 10 Ib of lime per cubic yard of
wood residue.  For bark, a screened grind ranging from 1/2 in. to fines,
with most particles 1/50 to 1/8 in., is satisfactory for mulching.  The
C:N ratio can be adjusted to near 25:1 by adding 5 to 10 Ib of fertilizer
N per ton of bark.

              Bark has a potentially important use as a soil stabilizer
for highway banks and other slopes  (Bolen, 1969-i/); it could be applied
economically with suitably designed hydraulic spreading equipment.

              Another wood residue mulch is excelsior or shredded wood
chopped in 8-in. lengths which can be applied with or without asphalt
at the rate of 2 tons/acre (Thompson and Palmertree, 1967-/).  Green wood
excelsior fibers 4 to 6 in. long applied at 2 tons/acre with a mulch
blower provided good soil protection on 3:1 slopes in Minnesota (Foote
et al., 19661').  This long-fibered wood mulch proved as good as straw
plus asphalt and had the advantage over straw of not requiring anchoring.
Both the excelsior and straw were superior to short-fibered wood cel-
lulose pulps, applied hydraulically, for soil protection and plant estab-
lishment.  Excelsior applied at 1-1/2 tons/acre, and held in place by
0.05 gal/yard2 of asphalt, was less effective than prairie hay but better
than woodchips or asphalt as mulch for roadside seeding in Texas (McCully
and Bowmer,  1969).  If applied as a mat, excelsior was expensive, laborious
to apply, decomposed rather rapidly, and attracted mice which fed on the
seedlings in Utah (Cook et al., 1970).

              Wood cellulose fiber, available commercially in bales
usually is mixed with water and seed to form a slurry, which is sprayed
with a hydroseeder.  Bartee (1964) reported wood fiber at the rate of
 I/   Bollen, W.  B., "Properties of Tree Barks in Relation  to Their Agri-
      cultural  Utilization," USDA Forest Service Research Paper PNW-77,
      36 pages, illustrated, Pacific Northwest Forest and Range Experi-
      ment Station (1969).
 2/   Thompson, W. R., and H. D. Palmertree, "Mulches Improve New Turf
      Stands,"  Weeds.  Trees and  Turf. 6:48, 50  (1967).
 3/   Foote, L. E., B. F. Himmelman, and~D. L. Kill, "Vegetation and
      Erosion Control," Minnesota Department of Highways, Investiga-
      tion No.  614, Interim Report, 39 pages, illustrated (1966).
                                   354

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 330 lb/1,000 gal.  of water per acre was effective in establishing vegeta-
 tion on eroded soils in Texas.  In Utah, wood fiber at 1,500 Ib/acre gave
 consistently good  results except where there was frost heaving or exces-
 sive surface water flow (Cook et al. ,  1970).  If applied at less  than
 1,000 Ib/acre, or  on steep, unstable slopes, little benefit was obtained.

               c.   Petroleum products;   Several petroleum products are
 suitable as agricultural mulches.  Specially formulated emulsions of
 asphalt, known under various trade names, have been used throughout the
 world to reduce evaporation, prevent soil crusting, promote seed  germina-
 tion,  and advance  the seeding date.  The film clings to, but does not
 penetrate deeply into the soil;  is not readily destroyed by wind  or rain;
 and remains intact 4 to 10 weeks or longer (Black and Popkin,  1967— ).

               Chepil et al. (1963) identified cutback asphalts and asphalt
 emulsions.   Slow,  medium, and rapid-curing materials are available for
 cutbacks,  whereas  the asphalt-in-water emulsions usually are rapid setting.
 Asphalts for surface films should be slow curing or slow setting  to allow
 grass  seedlings to break through the film more easily.  A rapid-setting
 kind is needed for anchoring straw.  Heating is required to make  concen-
 trated cutback sprayable and is  usually needed with asphalt emulsion too.
 The undiluted asphalt emulsion is somewhat less effective in controlling
 erosion than the undiluted cutback asphalt.   Asphalt films are virtually
 nonporous and consequently much  of the rainwater runs off.   Therefore
 seeds  may fail to  germinate if insufficient soil moisture is present be-
 fore the asphalt is applied.   According to Chepil et al. (1963) the rate
 of  application to  control erosion should be 1/4 gal/yard2 (1,200  gal/
 acre).  An asphalt  emulsion applied at  this rate on sandy soils will go
 through the winter nearly intact,  but  the film will disintegrate  within
 2 weeks to  3 months on silty clay or clay due to the swelling  and shrink-
 ing of the  soil.   Cutback asphalt films, on the other hand,  are more
 resistant to weathering and will remain intact 6 to 12 months.

               The  ideal film,  according to Chepil et al. (1963),  is stable
 against erosion, sufficiently porous to allow water to enter,  yet in-
 soluble in water and resistant enough  to the weather that it lasts until
 permanent vegetation becomes  established.   Next to well-anchored  straw
 or  hay,  the resin  in water emulsion comes closest to meeting these re-
 quirements.


I?Black,  J.  F.,  and A.  H.  Popkin,  "New Roles for Asphalt  in  Controlling
""      Man's Environment,"  Presentation at Annual Meeting, National Pe-
       troleum Refiners  Association, San Antonio,  Texas,  3-5  April 1967.
                                  355

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               Resin-in-water emulsions are stable and can be diluted
 with large quantities of water without breaking the emulsion.    The resins
 resist weathering and soil bacteria.   The emulsion leaves the surface
 permeable to water and stabilizes the soil against erosion by wind or
 water.  The film is stable on sandy soils but breaks up within a few
 weeks on silty clay or clay soil.  Seedlings emerge better through resin-
 in-water film than through asphalt or latex films.  Reain-in-water emul-
 sion diluted 1:1 with water should be applied at the rate of 1/8 gal/
 yard^ (600 gal/acre) to protect loamy sands or sandy loams against wind
 erosion (Chepil et al., 1963).

               Petroleum mulches have  been found useful under a variety
 of environmental conditions and for a variety of purposes.  Results of
 more than 100 field trials in Italy,  England, and Trinidad showed asphalt
 mulch markedly reduces moisture losses by evaporation, protects the soil
 surface from rain damage,  and reduces erosion (Jordan and Sampson,  196&1/).
 Adams (1967>i'  claims petroleum mulch film is pliable, readily penetrated
 by seedlings,  disintegrates within several months, and is metabolized by
 soil microorganisms.

               Based on rangeland studies  in eastern Colorado,  Benent et
 al.  (1961)^'  concluded the net  effect of  asphalt mulch on plant establish-
 ment varied with species and kind of  asphalt.   They recommended the reac-
 tion of a given species to an asphalt mulch be checked.   They  also  re-
 ported that high intensity storms tended  to break up the asphalt film
 and  reduce its  effectiveness.

              A smooth surface  containing a minimum of coarse  fractions
 requires less material and results in a better film (Cannon,  196&!/).
 Compaction of  the  surface  soil  before spraying the asphalt has been re-
 ported to be beneficial (Johnson et al.,  1966-L/).
I/  Jordan, D., and A. J. Sampson, "Crop  Responses  to  Bitumen Mulches,"
      Span, 9j 157-160  (1966).
21  Adams, J? E., "Effect of Mulches and  Bed Configuration.  I.  Early-
      Season Soil Temperature and Emergence of Grain Sorghum and Corn,"
      Agronomy Journal. 59^:595-599 (1967).
3/  Bement, R. E., D. F. Hervey, A. C. Everson, and L. 0. tylton, Jr.,
      "Use of Asphalt-Emulsion Mulches to Hasten Grass-Seedling Estab-
      lishment," Journal of Range Management. 14:102-109  (1961).
4/  Cannon, M. D., "Synthetic Strip Mulches," Western Farmers Equipment.
      63JFMW13-FMW14 (1966).
5/  Johnson, W. H., 0. K. Hedden, and J. 0. Wilson, "How  Liquid Mulches
      Affect Moisture Retention, Temperature, and Seedling Growth,"
      Agricultural Engineering, 47:196-199 (1966).
                                  356

-------
              Because the asphalt is in direct contact with the soil,
the thicker the film, the more effective it is in reducing evaporation
and the higher the soil temperature if the asphalt is dark colored
(Collis-George et al., 19631/).  But if the application rate is too high,
the film may prevent seedlings from breaking through (Johnson et al.,
1966).  the best coating may be one that suppresses evaporation, but does
not necessarily eliminate vapor movement; coatings with minute cracks
proved effective under certain conditions (Gerald and Chambers, 1967— ).

              For roadside seeding in Texas, McCully and Bowmer (1969)
reported asphalt applied at 0.2 gal/yard2 was less effective than prairie
hay or excelsior.  Asphalt was not effective for roadside seeding in
Utah because the solar heat absorbed by the asphalt was lethal to fragile
grass seedlings, according to Cook et al. (1970).

              d.  Latex emulsions:  These are elastomeric polymer emul-
sions that, when diluted with water and sprayed on the soil, produce a
rubbery film resistant to erosion (Chepil et al., 1963).  The emulsion
breaks readily on contact with the soil and therefore does not penetrate
the surface readily.  The film limits movement of water into the soil.

              In dryland cotton studies, Soil Card (a latex emulsion)
applied as a liquid spray (1 part to 9 parts water) at the rate of  1,000
gal/acre resulted in emergence of seedlings as good as from conventional
procedures and the results were less variable; but the yield increases
were not sufficient to justify the cost  (Batchelder and Porterfield,
1967^').

              In mulching to establish a cover on newly constructed road-
side slopes in Michigan, Beard (1966) found seedling stands were poorer
where Soil Card was used.  Soil Card also provided less erosion control
than other mulches.

              e.  Plastic films;  Mulching with plastic films has in-
creased considerably over the past few years, generally in the produc-
tion of high-value crops.  Plastic mulch is an excellent vapor barrier
I/  Collis-George, N., B. G. Davey, D. R. Scotter, and D. R. Williamson,
      "Some Consequences of Bituminous Mulches," Australian Journal of
      Agricultural Research. 14^:1-11  (1963).
2/  Gerard, C. J., and G. Chambers, "Effect of Reflective Coatings on
      Soil Temperatures, Soil Moisture, and the Establishment of Fall
      Bell Peppers," Agronomy Journal. 59:293-296  (1967).
J3/  Batchelder, D. G., and J. G. Porterfield, "Applying Mulches for Im-
      proving Seedling Establishment," American Society of Agricultural
      Engineers Transactions (ASAE).  10:625-627 (1967).
                                   357

-------
 and prevents  the  normal  evaporation of water  from the  soil  surface  (Smith
 et  al.,  196?i/).  With a plastic mulch,  the drying front  that normally
 progresses  from the  surface  downward is  arrested,  and  the result is a
 more uniform  distribution of moisture throughout  the soil profile.

               Information concerning the effects  of plastic mulches on
 soil temperature  is  contradictory.   Thus,  some  investigators have re-
 ported an increase in  soil temperature with black  plastic,  some reported
 a decrease, and others report  no change.   Apparently the  effect varies
 with placement.   If  the  black  plastic is in direct contact  with the ground,
 most of  the heat  will  be absorbed by the soil.  But if there is an in-
 sulating air  layer under the black  plastic, the surface soil may be no
 wanner than bare  soil  (ARS,  1961£/).

               Translucent film operates  like  a greenhouse by transmitting
 insolation which  is  converted  to sensible  heat at  the  soil  surface.  White-
 and aluminum-pigmented films reduce soil temperatures  by  reflecting in-
 cident sunlight.

               Exposure for 6 months to weather conditions in central
 Arizona  seriously degraded clear, orange,  and white polyethylene (1 mil),
 but the  black  still  performed  effectively  (Gliniecki,  1959^ ).  After 12
 months exposure,  the 1-mil black had deteriorated  but  3-mil black re-
 mained durable.

               In  southern New  Mexico, a mulch of perforated white poly-
 ethylene (1 mil)  applied over  seeded rows  gave better  stands than un-
 mulched; the better  stands were attributed to more  favorable soil moisture
 and temperature conditions (Herbel,  1971).  On hot, sunny days, soil tem-
 peratures at the  0.5-in.  depth were 10 to  18° cooler under  the white
 plastic.
ll  Smith, E. M., R. W. Skaggs, and J. H. Casada, "Potential Field for
      Heat Transfer in Soil Covered by Different Plastic Mulches,"
      American Society of Agricultural Engineers. Paper No. 67-101,
      16 pages (1967).
2/  United States Agricultural Research Service, "Applied Mulches and
       Mulching," ARS 22-71, 12 pages (1961).
3/  Gliniecki, V. L., "Evaluating Polyethylene Films for Agriculture,"
      Down to Earth. 15:7-9 (1959).
                                 358

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              f.   Gravel, stones, and other materials;   Gravel,  stones,
and crushed rock have an advantage over most other mulches--they are
permanent; if the individual pieces are no smaller than 1/2 in.  in diam-
eter, they will withstand a wind velocity of 85 mph (Chepil et al., 1963).
But to control wind erosion the pieces must almost cover the soil surface.
The finer the gravel, the less required to cover the ground.

              Experiments in Colorado by Corey and Kemper (1968)—  indi-
cate a gravel mulch on a fallow surface is the most promising method for
increasing infiltration of precipitation.  These investigators point out,
"No device has been conceived which can prevent entirely the exit of
water from the soil surface, while at the same time permitting it to pass
into the soil."

              Studies during the growing season in Kansas showed a 1-in.
layer of gravel painted with flat black paint had the highest net radia-
tion, followed in order by clear plastic, bare soil, straw, and aluminum-
painted gravel (Hanks et al., 196l£').  Soil temperature (3/8 in.) was
highest under clear plastic, followed by bare soil, black gravel, aluminum
gravel, and straw.  Evaporation was greatest from bare  soil but about the
same for the mulch treatments.

              For seeding roadsides in Utah, gravel 3/4 to  2 in. in diam-
eter applied to a 2-in. depth controlled surface erosion and promoted
consistent stands of grass (Cook et al., 1970).

              Manure, which might be a special category, often has more
value as a mulch than as a source of plant nutrients.   On  10 to  12%
slopes in Ohio, erosion measured 0.5 ton/acre where mulched with manure
compared to 12.5 tons/acre where unmulched  (ARS, 1961).  Manure mulch
also has been found to reduce blowing of sandy soil.

              Jute netting, used for stabilizing very  steep roadbanks,
may be considered a mulch material.  It consists of a  netting of woven
jute twine, packaged in blanket-type rolls and held on the  surface by
wire staples  (Thompson and Falmertree,  1967).  Tested  for  establishing
I/  Corey, A. T., and W. D. Kemper, "Conservation of  Soil Water by  Gravel
      Mulches,"  Colorado State University  Hydrology,  Paper No. 30,
      23 pages  (1968).
2_/  Hanks, R. J., S. A. Bowers, and L.  D.  Bark,  "Influence of  Soil  Sur-
      face Conditions on Net Radiation,  Soil  Temperature, and  Evapora-
      tion," Soil Science, 41:233-238  (1961).
                                  359

-------
 a plant cover on coal spoil banks in Wyoming, jute netting alone was
 less effective than straw alone; a combination of these two mulches gave
 the best results (Jacoby, 1969).  For establishing a cover on newly con-
 structed roadside slopes in Michigan, jute netting was not as good as
 straw alone or straw plus asphalt (Beard, 1966).  In Utah, jute netting
 was effective and long-lasting, but expensive and laborious to apply;
 moreover, where the netting is not properly applied water will run under-
 neath and create gullies (Cook, et al.,  1970).

              Bran mixed with a seed-fertilizer slurry and applied with
 a hydroseeder provided a good mulch cover on fill slopes in Connecticut
 (Button and Potharst, 1962^').  Bran mixed with wood fiber in a 4:3 ratio
 produced an excellent cover that showed  no signs of deterioration after
 90 days.

              Applying black granular coke on sandy soil near Tucson re-
 sulted in higher soil temperatures, higher soil moisture, and a friable
 soil surface compared with a rigid crust where not mulched (Qashu and
 Evans, 1967).

              In Mississippi, Thompson and Palmertree (1967) applied fiber-
 glass as a mulch with special compressed air equipment at the rate of
 100 lb/100 yards2.

              In Utah, macerated paper,  produced by passing newspaper
 through a hanmermill and applied as a slurry at 1,500 Ib/acre, gave
 satisfactory results but was not as long-lasting as straw-asphalt or
wood fiber (Cook et al., 1970).

              Final selection of a mulch material will depend on several
considerations:  (a) characteristics of  the area that needs to be stabili-
zed, such as size, shape, slope, aspect, roughness, physical and chemical
properties of the soil, and precipitation, temperatures, and wind; (b)
species of plants to be seeded and their requirements for germination,
seedling emergence, and establishment; (c) characteristics of the mulch
material itself, including color, durability, availability and cost; (d)
needs for special equipment and costs of application.

         3.  Mulching to improve plant establishment in New Mexico;
Establishment of plants by direct seeding on critical areas is an un-
certain practice in all except the wetter parts of New Mexico due to
erratic, unpredictable, and insufficient precipitation.  Because the seeds
of most plant species must be planted only an inch deep or less, they

 I/Button,  E. F.,  and K.  Potharst,  "Comparison of  Mulch Materials for
       Turf Establishment,"  Journal  of Soil  and Water Conservation. 17:
       166-169  (1962).
                                  360

-------
are subjected to severe stresses.  The moisture and temperature condi-
tions required for seed germination and seedling emergence rarely occur
naturally for more than a few days in succession.  Some form of environ-
mental modification is needed to insure success in revegetating deterio-
rated or disturbed areas.  Mulches offer possibilities for accomplish-
ing the necessary modification in environmental factors, especially
moisture and temperature.

          Several investigations in southern New Mexico have shown the
advantages of mulching for establishing perennial forage species (Herbel,
1971).  A mulch of white polyethylene perforated over seeded rows gave an
excellent stand of grass seedlings compared to only a sparse stand in
check rows.  Soil temperatures in the seed zone were 10 to 18°F cooler
in hot, sunny weather, and soil moisture remained adequate for more days
under the white film.  A mulch of uprooted brush plants deposited by
special equipment over seeded strips also proved effective.  The brush
mulch resulted in more soil moisture, lower temperatures, and better
stands of grass.

          Mulching has been studied in central New Mexico from  1965 to
1970 as a method for establishing four-wing saltbush  (Atriplex  canescens)
and winterfat (Eurotia lanata).  Results of preliminary tests in 1965
and 1966 near Corona and Magdalena shoved better plant establishment
where a light layer of native grass was applied  over seeded  rows
(Springfield, 19701').

          In a series of experiments at Santa Fe from  1967 to  1970,
several mulches were compared under different weather  conditions.   The
basic idea in these tests was to plant the seed  in moist  soil,  then
apply a mulch that would delay soil moisture  losses and provide near-
optimum temperatures in  the seed zone.  Procedures for all experiments
were similar.  Seeds were planted shallow—four-wing saltbush,  1/2  in.
deep; winterfat,  1/16  to 1/8 in.--in moist soil  at the rate  of  15 viable
seeds per foot of row.   Mulches  applied immediately after seeding were:
 I/  Springfield, H. W,, "Germination and Establishment of Four-Wing
       Saltbush in the Southwest," USDA Forest Service Research Paper
       RM-55, 48 pages,  illustrated, Rocky Mountain Forest and Range
       Experiment Station.
                                  361

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straw, aluminized asphalt,^ WPR (white petroleum resin),!' and Soil
Card.-/  Soil moisture was determined gravimetrically in 1967 and 1968
and by gypsum blocks in 1969 and 1970.  Soil temperatures were measured
by thermistors placed in test rows at the same level as the seeds.

          In 1967, four-wing saltbush seeds were planted and mulches ap-
plied 10 July.  Seedlings began emerging 18 July and reached maximum
stands 28 August:

                                   Number of Seedlings per Foot

          Straw                             3.6
          Aluminized asphalt                2.7
          No mulch                          0.7
          Soil Card                         0

During the first 2 weeks, the soil was consistently more moist in mulched
than in unmulched rows.  Mid-afternoon soil temperatures were 20 to 25°
cooler in straw-mulched rows than in other rows.

          The 1968 study with four-wing saltbush was begun 9 July.  Rain-
fall vas negligible the first 9 days, therefore the effectiveness of the
various mulches was well tested.  Less soil moisture was lost under the
mulches than in the unmulched rows.  Thus, soil moisture remained above
the wilting percentage in all mulched rows for 10 days, whereas it dropped
below wilting by the 6th day in unmulched rows.  Midafternoon temperatures
during the 1st week were much lower under straw and WPR:
I/  Experimental products supplied by Dr. R. L. Perm, Chevron Research,
      Richmond, California.  Aluminized asphalt, identified as 64R-1101,
      is a dispersion of a leafing aluminum pigment in an asphalt-volatile
      hydrocarbon solution; white petroleum resin, 68R-5268, a dispersion
      of a white pigment in a petroleum derived resin aqueous emulsion.
      Trade and company names are used for the benefit of the readers,
      and do not constitute endorsement or preferential treatment by the
      U.S. Department of Agriculture.
2/  A pigmented latex compound manufactured by Alco Chemical Corporation,
      Philadelphia, Pennsylvania.  Trade and company names are used for
      the benefit of the reader, and do not constitute endorsement or
      preferential treatment by the U.S. Department of Agriculture.
                                  362

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          Air (shade)                 84
          Straw                       83
          WPR                         80
          Aluminized asphalt         100
          No mulch (control)         103
          Soil Card                  108

Seedlings began emerging 6 days after seeding.  Stands in rows mulched
with straw or WPR were significantly better than those in other rows;
these better stands are explained by cooler temperatures, together with
higher soil moisture.

          In 1969, three mulch studies were conducted:  two with four-
wing saltbush and one with winterfat.  Rates of mulch application per
100 ft of row were:

                                       Light     Medium

          Straw (air-dry) in pounds     1.9       3.8        5.8

          WPR (not diluted) in
            gallons                     1.0       2.1        3.2

          Soil Card  (1:9 dilution)
            in gallons                  1.0       2.1        3.1

The first study with saltbush was conducted during hot,  dry, windy weather.
Mulches were only partially effective in preventing moisture losses from
the top inch of soil, which dried rapidly  the  1st week after seeding.
The advantages of mulching became evident  the  5th and 6th day when more
moisture was available to the germinating  seed in mulched rows than in
unmulched rows.  By  the 7th day, soil moisture tension exceeded 15 atmos-
spheres in all rows.  Nevertheless,  a few  seedlings emerged.  On  the  20th
day, seedlings per foot numbered 0.6 for WPR,  0.5 for straw, and  0 for
Soil Card and no mulch.  High temperatures probably account for the lack
of seedlings in rows mulched with Soil  Card.   Temperatures in the seed
zone at 2:00 p.m. the 6th day—a critical  time for the seeds, and seedlings-
were as follows:

                                      IE

          Air  (shade)                 94
          Straw                       92
          WPR                         80
          No mulch                   113
          Soil Card                  116

                                  363

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Cooler  temperatures, in combination with  slightly more moisture avail-
able when needed by the germinating seeds, account  for the seedlings
that emerged in rows mulched with WPR or  straw.

          The  second 1969  study with  four-wing saltbush, installed 25 July,
was conducted  during cool, moist weather.  Neither  soil temperatures nor
moisture tensions reached  high levels, but certain  mulch treatments re-
sulted  in significantly better seedling establishment.  The most seedlings
became  established in rows mulched lightly with straw, as these averages
show:

                              Rate             Number per Foot of Row

                             Light                   5.6 a
                             Medium                  4.4 ab
                             Heavy                   3.5 be

          WPR                Light                   4.6 ab
                             Medium                  3.5 be
                             Heavy                   2.8 c

          Soil Card          Light                   2.9 c
                             Medium                  1.4 d
                             Heavy                   1.1 d

          No mulch                                   3.1 c

The poor stands in rows mulched with Soil Card suggest this dark green
elastic coating may impede seedling emergence.

          The 1969 mulch study with winterfat was begun 25 August.
Emergence and establishment were better where mulch was applied over
the seeded rows:

                             Number of Plants per Foot of Row
                            1 Week        1 Month         1 Year
                            After          After          After
                           Seeding        Seeding        Seeding

                             1.7            2.7            1.9

                             1.1            1.8            1.6

                             0.8            1.6            0.8
                                  364

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2
0.2
0.5
0
0
8
0.7
0.8
0.3
0.6
12
1.1
0.9
0.3
0.5
26
1.3
1.0
0.3
0.4
The greater number of seedlings where WFR was applied is explained by
lower temperatures and more moisture.  Temperatures under WPR were cooler
than under straw.  Likewise soil moisture tension usually remained less
in rows mulched with WFR.

          In 1970, winterfat seeds were planted in moist soil and mulches
applied 24 June.  Winterfat seedlings began emerging the 2nd day.  Seedling
stands developed as follows:

                           Number of Seedlings per Foot (by days)
          Straw
          WPR
          Soil Card
          No mulch

Stands were significantly better in rows mulched with straw or WPR than
in other rows.

          The essentially rainless period of 12 days after seeding pro-
vided a good test of the mulches.  WPR and straw effectively conserved
soil moisture.  The germinating seeds and developing seedlings were sub-
jected to less moisture tension in rows mulched with straw or WPR.
Differences in temperatures under the three mulches also help explain
the differences in seedling emergence.  During the first 8 days, soil
temperatures under Soil Card exceeded 100°F every afternoon; the un-
mulched soil reached 100°F several times.  Soil temperatures remained
less than 80°F under WPR most days.  Temperatures beneath straw likewise
were comparatively cool.

          The results of these studies at Santa Fe support the basic idea
of planting seeds in moist soil and applying a mulch that provides near-
optimum temperatures and moisture for germination.  In each study, mulch-
ing resulted in more moisture for a longer time in the seed zone.  As
pointed out by McCully and Bowmer (1969), a good mulch properly applied
may double the time that moisture in the seed zone is adequate for germina-
tion.  In some instances mulching may do little more than tip the balance
in favor of the germinating seed and developing seedling.

          Success of the mulching technique—as used at Santa Fe—is con-
tingent on adequate rainfall.  Rain is needed for initial seeding and
mulching; and rain is needed later to keep the seedlings alive and grow-
ing.  Therefore, the seedings were made in summer when rainfall is more
dependable.  High soil temperatures resulting from high solar radiation
in summer were expected to cause problems.


                                   365

-------
          Mulches with reflective properties proved most effective mainly
because seeds of four-wing saltbush and winterfat require relatively cool
temperatures for germination.  Seeds of species with higher temperature
requirements might have responded differently to the various mulch treat-
ments.  However, investigators have found white- to cream-colored petroleum
resin emulsions useful for establishing vegetables in summer when the tem-
peratures of bare soil inhibit germination (Gerard and Chambers, 1967).
These investigators reported reflective coatings, though still develop-
mental, show promise because they are easy to apply, suppress evaporation,
maintain favorable soil temperatures, and are easily penetrated by seedlings.

          Least effective of the mulches tested at Santa Fe was Soil Card.
This material formed a dark green elastic coating that absorbed radiant
energy, transmitted it downward, and raised the soil temperatures too high
in summer for good germination.  This characteristic of certain mulches
to raise soil temperatures could be an advantage during cool seasons.  For
example, the seeds can be placed in moist soil in early spring when soil
temperatures are low, and then covered with a dark-colored mulch like
Soil Card.
                                  366

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                                APPENDIX
             (Supplemental Cost Information For Section J)

                            ESTIMATED COSTS
Chepil et al. (1963)

Crop Residues

                                Application Rate          Cost/Acre^
(tons)
Method of Anchoring
Disk packer
Cutback asphalt
Asphalt emulsion
Hay
2.5
2.0
2.0
Straw
3.0
2.5
2.5
(dollars)
Hay
105
160
210
Straw
120
220
310
     a/  Includes seedbed preparation, seeding, and all mulching costs.

Petroleum Mulches

                                Application Rate      Cost/Acre ($)

     Cutback asphalt            1/4 gal/yard2             250
                                  (1,200 gal/acre)

     Asphalt emulsion                same                 350

     Resin-in-water             1/8 gal/yard2             225
                                  (600 gal/acre)

Other

     Fine gravel (1/12 to 1/4 in. diameter) - 20 tons, $55/acre

     Medium gravel (1/4 to 1/2 in. diameter) - 50 tons, $200/acre

     Coarse gravel (1/2 to 1-1/2 in. diameter) - 100 tons, $375/acre
                                  367

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Bartee (1964) costs of mulching only for establishing plant cover or
  dams in Texas.

     1.  Forage sorghum for dead litter - $34/acre

     2.  Hay at 2.5 tons/acre - $175/acre

     3.  Wood pulp (300 lb/1,000 gal. water) at the rate of 1,000 Ib
           of pulp per acre - $204/acre

Cannon (1966) cotton planting in Arizona not including application or
  special equipment costs.

     1.  1.25 mil polyethylene, 20 in. wide - $58/acre

     2.  Petroleum mulch, 6-in. band at the rate of 100 gal/acre -
           $35/acre

Batchelder and Porterfield (1967) cotton planting in Texas Soil Card
  (diluted 1:9 in water) applied in 10-in bands at the rate of 1,000
  gal/acre - $55/acre.

Jacoby (1969) coal spoil banks in Wyoming.

                           	Cost/Acre
                           Material ($)

          Straw

          Jute netting

          Jute-straw

McCully and Bowmer (1969) roadsides in Texas.
                                                               o
     Prairie hay at 1.5 tons/acre plus asphalt at 0.05 gal/yard  -
       $130/acre
Material ($)
182
1,307
1,488
Labor ($)
91
68
91
Total ($)
273
1,375
1,580
                                  368

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K.  Representative Soil Test Interpretations for Lime, Nitrogen.  Phos-
      phorus, and Potassium]/

          1.  Interpretation of pH test - liming!  A map (Figure  77)  show-
ing the general subsoil pH conditions in Minnesota is furnished.   By  using
Table 26 and the map, the tonnage of lime needed can be readily obtained
for the different SMP (Shoemaker, McLean and Pratt test) buffer index
values or soil-water pH values.  The SMP buffer index is a pH value ob-
tained by use of a buffer solution which takes the reserve soil acidity
into account.  Reserve acidity is dependent on the amount of organic
matter and clay content of each of the soils.  The SMP buffer index is
not run unless the soil-water pH value is below 6.0.  Thus from Table 26,
if a soil has a SMP buffer index value of 6.4 the lime requirement would
be 5.0 tons/acre for Area 1 (Figure 77) and 2.5 tons/acre for Area 2.
As a general practice no lime is applied unless the pH drops below 6.4
in Area 1 and 6. 1 in Area 2..;

          Table 27 shows the quantity of limestone recommended to change
the pH of organic soil (peat and mucks).  Lime is not added to organic
soils unless the soil-water pH is below 5.5 and then at much lower rates
than for mineral soils.  The minimum rate of liming for organic soils is
2 tons/acre and the maximum is 5 tons/acre.

          Various other liming materials and their equivalent weight or
volume as related to ground agricultural limestone are given in Table
28.

          2.  Interpretation of organic matter test - nitrogen:  The
organic matter test is expressed as a percent and interpreted as shown
in Table 29.  The organic matter test is only an indirect indication of
the long-term nitrogen supplying power of the soil.  Whether nitrogen
will be released by organic matter breakdown depends  on the moisture
status of the soil (high or low moisture--slow release), temperature (high
temperature and adequate moisture--rapid release), and type of organic
matter.
\l  Reproduced without change  (except  for handbook style conformity) from:
      Foote, L. E., D. L. Kill, and A. H. Holland, "Erosion Prevention
      and Turf Establishment Manual,"  Office of Materials, Construction
      Division, Minnesota Department of Highways, 43 pages, pp. 19-22 (1970).
Note:  Similar soil test interpretations are available  from each state
         soil testing laboratory whose address may be obtained by writing
         to the respective State Extension  Service Director (Section V-A).
                                   369

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                       nn
Figure 77 - Map Used With Table 26 to Determine Line Need
            for Mineral Soils
                 370

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                       TABLE 26




THE QUANTITY OF GROUND LIMESTONE RECOMMENDED TO CORRECT
SOIL ACIDITY AS RELATED TO AREA OF THE STATE
AND
SMP Buffer
Index
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6.0
5.9
5.8
5.7
5.6
Soil-Water
PH
6.5
6.4
6.3
6.2
6.1
6.0
PH TEST VALUE (MINERAL SOILS ONLY)
Lime Required (tons /acre) to
Soil-Water pH to 6.5
Area 1
3.0
3.0
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0


0
0
3
3
4
4
Raise
Area 2
2.0
2.0
2.0
2.0
2.5
2.5
3.0
3.0
3.5
3.5
4.0
4.0
4.5


0
0
0
0
0
2
                           371

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                               TABLE 27

THE QUANTITY OF GROUND LIMESTONE RECOMMENDED TO CORRECT SOIL ACIDITY AS
    RELATED TO THE pH TEST VALUE FOR ORGANIC SOILS (PEATS AND MUCKS)

               Soil-Water               Lime Required*/
                  pH	                (tons/acre)

                  5.4                         2
                  5.3                         2
                  5.2                         2
                  5.1                         2
                  5.0                         2
                  4.9                         3
                  4.8                         3
                  4.7                         4
                  4.6                         4
                  4.5 and lower               5
a/  Application rates are same for Area 1 and Area 2.
                               TABLE 28

        AMOUNTS OF OTHER LIMING MATERIALS EQUIV/T-ENT TO 1 TON
                   OF GROUND AGRICULTURAL LIMESTONE

                Materials                        Amounts

       Marl                                       2  yards3
       Carbide  refuse lime                        2  yards3
       Water-softening process  lime               2  yards3
       Papermill refuse lime                     2  yards3
       Sugar beet refuse lime                    2  yards3
       Blast furnace  slag                        1  ton
       Limestone sludge                          1  ton
       Eggshells                                 1  ton
       tydrated lime                              1}400 Ib
                                  372

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                                                TABLE 29
                                   INTERPRETATION OF SOIL TEST RESULTS
Percent Organic

Relative
Level
Very low
Low
Medium
§ High
Very high

Group I
Loamy Sands,
Sands
< 0.6
0.6-1.5
1.6-2.5
2.6-3.5
> 3.5
Group II
Sandy Loams,
Loams,
Silt Loams
< 1.6
1.6-3.0
3.1-4.5
4.6-5.5
> 5.5
Matter*/
Group III
Clay Loams,
Silty Clay Loams,
Clays. Sandy Clays
< 2.6
2.6-4.5
4.6-6.5
6.6-7.5
> 7.5

Absorbed
Phosphorus^'
(Ib/acre (P))
< 6
6-10
11-20
21-30
> 30

Exchangeable
Potassium^'
(Ib/acre flQ)
< 60
60-90
91-220
221-260
> 260
£/  As determined by the wet combustion method using 2 N potassium dichromate and concentrated
      sulfuric acid.
b/  As determined by using Bray's No. 1 extracting solution.
£/  As determined by using 2 N ammonium acetate extracting solution and the Perkin-Elmer Flame
      Photometer.

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Most roadside seedbed soils on new construction projects are subsoils,
mixtures of sub and topsoil or at best subsoils covered with a slope
dressing (generally 3 in. of unconsolidated topsoil).  Since subsoils
usually have a very low organic matter content, the organic matter test
is of somewhat limited value.

          The amount of nitrogen to apply is determined by the organic
matter test, soil texture (more on sandy soils), seed mixture to be used
(more with grasses and less when legumes are included), criticalness of
the area (the potential for erosion damage) and the socioeconomic factors
(more in urban areas—less in rural).  Generally 50 to 85 Ib of nitrogen
per acre are recommended.

          The pounds of fertilizer needed per acre to obtain the amount
of nitrogen recommended is determined by pounds of N per 100 Ib fertilizer
times number of hundredweight of fertilizer recommended per acre.  Thus
600 Ib of 15-10-20/acre equals:  15 Ib N/cwt times 6 cwt or 90 Ib N/acre.
The minimum-maximum amounts used are 24 to 120 Ib/acre.  The lower range,
24 to 50 Ib is used as a starter fertilizer on the organic matter-rich
prairie soils of southwestern Minnesota and in the Red River Valley of
the north.  The higher ranges, 85 to 120 Ib are used on sandy soils where
no real "topsoil" is present and organic matter is very low or in urban
areas of poor subsoils where, due to former buildings, topsoil is scarce
and yet a good turf (not coarse legumes or grasses) is desired.

          3.  Interpretation of phosphorus test;  The phosphorus test is
expressed as pounds of readily extractable F per acre furrow slice (6-in.
depth).  It is interpreted as shown in Table 29.  However, this interpre-
tation is for agricultural use and assumes former and future applications
of phosphorus.  This assumption cannot be used in highway work.  Since P
is readily "fixed" in the soil and not leached out in any quantities, it
is possible at construction time to fertilize with P for as many as 10
years.  Over time a sufficiently large amount of the applied element will
be recovered by the vegetation to justify heavy application rates.  Also
the P test becomes somewhat inaccurate once  a pH of 7.2 or 7.3 is reached
and as the pH increases the test becomes more inaccurate in that it over-
estimates the amount of available P (the reason for this overestimation is
unknown).

          Phosphorus content in fertilizer is expressed as pounds of
P205 per 100 Ib of material.  The fertilizer industry is now in the
process of changing over to analysis readings based on pounds of actual
elemental phosphorus.  Until such time as the change is complete, it is
                                  374

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necessary to either convert the P test to pounds of ?2°5 (p x 2.29 =
or to convert the fertilizer P205 to P (?2°5 x °-^ ~ p)-  Since the
trend is to use the amount of elemental P it is best to convert the
fertilizer, P2®5 to pounds of phosphorus.
          The minimum-maximum P application range is 15 to 110 Ib/acre
(34 to 250 Ib P205).  Generally, at least 15 Ib/acre of P is always
recommended as a starter.  Under favorable pH conditions (6.2 to 6.8
soil-water solution test) and in a noncritical, better- than- aver age
situation, it is recommended that the P test values from the fertility
sample plus application should equal at least 50 Ib/acre.  If the pH is
below 6.2 or between 6.9 and 7.4, the P test value plus application
should equal at least 80 Ib/acre.  If the pH is 7.5 or over, the P test
value plus application should equal 110 Ib of P per acre.  The above
guidelines are altered according to the area or site.  If the organic
matter content is fairly high, topsoil plentiful, not particularly ero-
sive and the soil texture a loam, the application can be somewhat re-
duced.  If subsoils are being used, the soil texture is sandy or clay-
like and the area has a high erosion potential, the application is in-
creased.

          Some authorities might consider these P applications rather
high, especially in the case of high P test results (40 to 60 Ib) but
severe deficiency symptoms can be seen on roadside cuts in such indicator
plants as yellow foxtail where fertility tests showed very high amounts
of absorbed phosphorus.  These P deficiency symptoms have been corrected
by P fertilization. Also, as mentioned before, with P there is an op-
portunity to fertilize on a long-term basis.

          4.  Interpretation of potassium test;  The potassium soil test
is based on pounds of exchangeable K per acre  (K x 1.20 = K20) and the
fertilizer analysis is based on pounds of K20 per 100 Ib of material
(K20 x 0.83 • K).  The industry is now changing over to pounds of ele-
mental potassium.  Potassium is much less important in grass establish-
ment than it is in legume establishment and maintenance.  Thus the rate
of application depends on both test results and the seed mixture to be
used.

          The minimum-maximum range of K application is  26  Ib/acre  (32 Ib
of K20) as a starter under any condition to 230 Ib of K  per acre (277 Ib
of K20) on soils with a very  low K test where  legumes are to be seeded.
Generally, it is recommended that the K test from the fertility sample
plus application equal at least 200 Ib of K per acre.  If legumes  (other
than white clover) are included in the seeding mixture as a major component,
                                   375

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but are expected to be on a temporary status (6 years or less—alfalfa,
red clover, and alsike, are examples) then the K test plus application
should equal at least 250 Ib.  If the legumes included are expected to
be on a permanent basis (crownvetch, creeping alfalfa and birdsfoot
trefoil) and the major component of the cover, then the K test plus ap-
plications should be equal to at least 300 Ib/acre. At no time is the K
test plus application total allowed to drop below 150 Ib/acre.

          Potassium is somewhat mobile in the soil and is leached out.
But the leaching rate is slow and it is possible to fertilize with K for
the future on a short term.
                                 376

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L.  Seed and Seeding Data for Grasses. Forbs. Legumes, and Shrubs Adapted
      to the 17 Western States!/
                               TABLE 30
            ABBREVIATIONS USED IN SEED AND SEEDING TABLED
                                                        II
State of Adaptation Codes

Arizona            AZ
California         CA
Colorado           CO
Idaho              ID
Kansas             KS
Montana            MO
Nebraska           NB
Nevada             NV
New Mexico         NM
North Dakota       ND
Oklahoma           OK
Oregon             OR
South Dakota       SD
Texas              IX
Utah               UT
Washington         WA
Wyoming            WY
Climatic Zones of Adaptation Codes

Cold - moist winters - CM
(winter moisture equal to or
  greater than summer)

Cold - dry winter - CD
(winter moisture less than summer)

Warm - moist winters - WM
(winter moisture equal to or greater
  than summer)

Warm - dry winters - WD
(winter moisture less than summer)

Soils of Adaptation Codes

Sandy - S
Loam - L
Clay - C
Alkali or salty - A
Wet - W
I/  Reproduced without change  (except  for handbook style conformity) from:
      Range Rehabilitation  and Equipment Work Conference, Plant Materials
      Subcommittee,  Second  Annual  Report, Tucson, Arizona, 29 January
      1974.
Note:  See Section III-K for more  details on seed and seeding recommenda-
         tions .
                                   377

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 M.  Characteristics and Seeding Recommendations for Grasses and Legumes
       Adapted to the Midwestern United States!/

           1.   Grasses

                a.   Bentgrass (Agrostis spp.):   Redtop has the ability to
 grow under a variety of conditions.It is one of the best grasses for
 wet land but it also resists drought and grows on soils so low in lime
 that most other grasses fail.  The strength and rhizomatous character of
 the roots make it  useful on banks to prevent erosion.  Redtop should be
 seeded on a compact well-prepared seedbed.  It is usually sown broadcast,
 at the rate of 8 to 15 Ib of seed per acre when seeded alone.  In a mix-
 ture, 2 to 4 Ib are commonly used.  Fall is considered the best time of
 year to seed redtop.

                The  fine bentgrasses, colonial bent, creeping  bent, and
velvet bent, have been found well  adapted  for putting greens  with  other
grasses for lawns in much of  the northern  half of the United  States.

                b.   Bromegrass (Bromus  spp.):  Grasses of the genus Bromus
 are found mostly in the north temperate zone.   About  43 species are native
 to the United States.   Some of our most important forage species as well
 as our most troublesome  weeds belong to this genus.

                Smooth brome (Bromus  inermis) is  a long-lived perennial
 sod grass with heavy  creeping rhizomes.   It is  adapted especially to
 regions of moderate rainfall and low to moderate summer temperatures.
 Smooth brome  makes  its best growth on moist, well-drained clay loam soils
 of relatively high  fertility.  Smooth brome is  resistant to drought.
 During the dry periods in its most southwesterly region of adaptation,
 it becomes dormant  until revived by  fall moisture.

                Several improved varieties and  strains of smooth brome
 are available.   Lincoln,  Achenbach,  Fischer, and Elsberry are varieties
 certified in  several  States.
JL/  Reproduced without change  (except for handbook style conformity) from:
      Jackobs, J. A., 0. N. Andrews, Jr., C. L. Murdock, and L. E. Foote,
      "Turf Establishment on Highway Right-of-Way Slopes--A Review,"
      University of Illinois Agronomy Studies Series No. 77, Illinois
      Cooperative Highway Research Program  (1967).
                                  378

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               Smooth brome is usually planted in mixtures with legumes.
The time and method of seeding will be influenced by the other species
in the mixture.  Conditions for seeding, seedling emergence, and de-
velopment are usually best in the spring.

               The seeding rate varies depending upon the mixture.   In
Illinois, 9 to 12 Ib/acre of bromegrass and 6 to 8 Ib/acre of alfalfa has
been found to be satisfactory.

               Field bromegrass (Bromus arvensis L.) is a winter annual
adapted to the Corn Belt and eastward.  Its extensive fibrous root sys-
tem makes it a good species for holding soil.

               The other annual bromegrasses which are not recommended
for highway rights-of-way are considered, for the most part, as weedy
species.  The most common of these is cheat, Bromus tectorum. which
occurs in waste places and grain fields.

               c.  Bluegrass  (Poa spp.):  The bluegrasses number about
200 species.  They are distributed throughout the world, but mostly in
the temperate or cooler regions.

               Kentucky bluegrass  (Poa pratensis) was introduced from
Eurasia.  It is common in the northern part  of  the humid portion of the
United States.  The latitude of southern Tennessee is its southern  limit
of satisfactory growth.

               Kentucky bluegrass is best adapted to well-drained,highly
productive soils of limestone origin.  Several  varieties are available
including Arboretum,  Delta, Merion, Newport, Park, and  Troy.   Merion  is
probably the most commonly used lawn turf variety in the northern United
States.

               Kentucky bluegrass is usually seeded in mixtures.  It  is
best to sow in the fall at 4  to 6  Ib/acre in mixtures which include other
grasses.  For  turf purposes and rapid establishment, from 20 to more  than
100 Ib/acre have been used.   Prior to seeding,  the soil should be limed
and fertilized as needed.  The seed should be sown on a firm seedbed  and
covered lightly.

               Canada bluegrass  (Poa compressa) resembles  Kentucky  blue-
grass  somewhat but has a  distinct  bluegreen  foliage.   It  matures  later
than Kentucky  bluegrass and once grazed or mowed, makes little recovery
during the remainder  of the season.   Its culture and management is  similai
to  that of Kentucky bluegrass.
                                   379

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                d.   Fescue (Festuca spp.):   There are over 100  different
 species of fescue.   They vary from fine to coarse leaved.  The growth habit
 may be creeping or  erect.  Tall fescue (Festuca arundinacea) and meadov
 fescue (Festuca elattor) are the two most  important species in the  United
 States.

                Tall fescue has a wide range of adaptation.  It is tolerant
 of poor drainage, particularly in the winter.   With good drainage it has
 a deep penetrating  root system.  Tall fescue has been shown to do well
 on soils ranging in pH from 4.7 to 9.5. It does well on mountain slopes
 and on low lands.   It is a long-lived perennial and has  been shown  to
 make growth when the mean weekly temperature is above 40°F. It is  not
 completely dormant  when the mean weekly temperature is 34°F.   Most  of
 the tall fescue in  the United States is either Alta or Kentucky 31.  Alta
 is common in the west and northwest and Kentucky 31 in other parts  of the
 United States.

                In general, seedling establishment is slow.  Although tall
 fescue is vigorous  after it is established, such vigor is not  present in
 the early stages of growth.  As a result of slow initial growth, a  clean
 firm seedbed is most desirable.  Seed should not be planted more than
 1/4 to 1 in. in depth,  depending on soil conditions.   Recommended rates
 of seeding vary from 2  to 16 Ib/acre.  The higher rates  are for well-
 drained land where  a large proportion of other species is desired.

                Meadow fescue is a somewhat smaller plant than  tall  fescue
 and is not as widely adapted.   The chief factor limiting its use in the
 United States has been  its susceptibility  to leaf rust.   Cultural and
 management practices  for meadow fesuce are similar to those for tall fescue.

                There  are three  major species of fine  fescue:   sheep fescue,
 red fescue,  and Chewings fescue.

                Sheep  fescue is  adapted to  about the same climatic condi-
 tions  as Kentucky bluegrass.  It  succeeds  better on sandy or gravelly
 soils  than most  grasses.  The usual  rate of seeding is 25 to 30 Ib/acre
 for pure stands.

                Red  fescue resembles  sheep  fescue  but  its  leaves are brighter
green and  it does not grow  in tufts  but  creeps  by underground  stems.  There
are two distinct forms, red  fescue and Chewings fescue.   Red fescue is a
creeping grass and Chewings  is a tufted  grass.   Like  sheep  fescue they are
both hardy plants and are especially adapted to shaded dry  sites.
                                  380

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               e.   Orchardgrass (Dactylis glomerata);   Orchardgrass  occurs
throughout much of the temperate zone of the northern hemisphere.  In
North America it is found in the eastern Canadian provinces and in the
United States from the Canadian border to the Gulf States,  from the  Atlantic
Coast to the edge of the Great Plains.

               Orchardgrass is less winter hardy than smooth brome,  timothy,
or Kentucky bluegrass.  It is adapted farther south than these species
and is considered to be more heat tolerant.  It starts growth fairly early
in spring and continues to grow until freezing weather.

               Orchardgrass is less exacting in soil requirements than
many of the cultivated grasses.  It is able to persist and make growth
on relatively thin infertile soils.  However, it responds well to high
levels of fertility, especially to nitrogen.  It does not do very well
on highly alkaline soils.  Orchardgrass recovers rapidly after grazing
or mowing.

               Host of the Orchardgrass seeded in the United States has
been of unimproved domestic origin. Several varieties have been released
which show promise.  Potomac has probably been used most extensively.
The new variety Sterling is expected  to find wide usage in the Corn Belt
States.

               It is best to seed Orchardgrass in the  early spring.  Fall
and late summer seedings may be successful  if early enough to allow good
establishment.  The most commonly recommended rates are 3  to  10 Ib/acre
in association with legumes.

               f.  Ryegrass  (Lolium spp.):  The name ryegrass applies,
in general, to two primary cultivated species of the genus Lolium;
Italian ryegrass  (Lolium multiflorum) and perennial ryegrass  (Lolium
perenne).

               Italian ryegrass is usually  considered an annual.  Under
some conditions it behaves as a biennial, or even as a short-lived
perennial.  Perennial ryegrass is quite similar to Italian ryegrass.
As its name indicates it is a perennial but is short-lived.
                                   381

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               The ryegrasses are not as winter hardy as many grasses
 Including orchardgrass and timothy.  They have a wide range of soil
 adaptation.  For moat satisfactory growth, however, they require soils
 of medium to high fertility.  They will stand fairly wet soils if there
 is reasonably good surface drainage. They are not dry land grasses
 and will not persist in regions with climate extremes of cold, heat or
 drought.

               Ryegrass can be seeded either in the fall or early spring.
 In sections where winters are severe, spring seedings are used.  Where
 winters are mild early fall seedings are advisable. The seed should be
 covered, preferably to a depth of approximately 1/2 in.  When seeded
 alone, a seeding rate of 10 to 25 Ib/acre is recommended.  When seeded
 in mixtures the rate is usually 4 to 5 Ib/acre.

               g.  Timothy (Phleum pratense):  Timothy is adapted to
 cool, humid climates.  In the United States most of the timothy is
 produced in the northern half of the area east of the Missouri River.

               Timothy is a bunch grass with erect culms 20 to 40 in.
 tall. The root system of timothy is relatively shallow and fibrous.  It
 does not spread laterally to form a sod.  Although Individual shoots are
 biennial, new shoots develop vegetatively each year and the plant be-
 haves as a perennial.

               Timothy may be seeded either in the fall or spring.  Seed-
 ing rates vary from 2 to 10 Ib/acre depending on the species with which
 it is seeded in mixtures.

               h.  Reed canary grass (Phalarls anmdinacea);  Reed canary-
 grass is adapted to much of the northern half of tne united States and
 southern Canada. When seeded, in most cases, it has been on poorly drained
 sites subject to flooding and silting.  It is a tall coarse, sod form-
 ing, cool season perennial.

               The natural habitat of reed canarygrass is poorly drained,
wet areas, but it has been found to be one of the most drought tolerant
 cool season grasses when grown on upland soils.  However, on upland soils
 it becomes sod bound and relatively unproductive unless heavily fertilized.
                                  382

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               Late summer seeding is usually best, especially on poorly
drained areas.  Spring seeding is satisfactory when field conditions per-
mit and weeds are not a problem.  When good seed is used (807> or higher
germination) a seeding rate of 5 to 8 Ib/acre is adequate.

               i.  Zoysia (Zoysia spp.):  There are three species of
zpysia in the United States, Manilagrass (Zoysia matrella); Japanese
lawngrass (Zoysia japonica); and Mascarenegrass (Zoysia tenuifolia).
Mascarenegrass is the least hardy and is only grown in California and
the south.  Japanese lawngrass is the most winter hardy of the three
species.  It has been grown successfully as far north as Boston.  It is
tough, harsh and once established very hardy and persistant.  Manilagrass
is the most widely used of the Zoysias.  It has survived the winter as
for north as Rhode Island, but its general limit of adaptation is ap-
proximately 40 degrees north latitude.  It will tolerate some shade,
especially in the south.

               Seed of the Zoysia grasses is not available in commercial
quantities; therefore, vegetative planting is necessary.  One square yard
of sod is sufficient to sprig plant  750 to 1,OOQ ft2 with rows 8 to 10
in. apart and sprigs 3 in. apart in  the rows.  It  is best to establish
the Zoysias in the spring as soon as the soil is warm.

               One of the principal weaknesses of  the Zoysias is their
slow rate of establishment.  It usually requires at  least 2 years to
obtain a good cover at the recommended rate of planting.  Other grasses
may be planted between the rows to afford cover until the Zoysia is estab-
lished.

          2.  Legumes;  Although it  has previously been stated  that grasses
give better erosion control because  of their greater soil aggregating
properties, the value of legumes should not be minimized.  It is generally
accepted that a mixture of grasses and  legumes produces more vegetation,
partly due to the nitrogen fixation  in the nodules of the  legumes which
also favors the grass in the mixture. Some legumes also have a very deep
tap root system which is valuable in holding the soil in place, especially
on the steeper slopes.

          There are a large number of legumes, many of which have proven
valuable in erosion control.  The purpose of this  review is to list the
adaptation of some of the more common ones for the midwestern area.
                                  383

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               a. Alfalfa (Medicago spp.)t  Alfalfa Is worldwide in dis-
tribution.  It is veil adapted co a wide range of soil and climatic con-
ditions.  It has withstood temperatures of -80°F in Alaska, and certain
types are grown in Death Valley, California, where maximum temperatures
reach 130*F.  It is best adapted to deep loam soils with porous subsoils.
Good drainage is essential. Alfalfa also requires large amounts of lime
and does not do well on soils that are decidedly acid.  Alfalfa grows
extremely well in dry climates on fertile soil where there is plenty of
moisture available, such as under irrigation.  Alfalfa is relatively
tolerant of alkaline soils but does not do well on highly alkaline soils.
It is highly drought resistant but goes into dormancy during dry periods
and does not resume growth until moisture is available.

               There are two major species of alfalfa, jfedtcagp sativa
and Medicago falcata.  Medicago sattva is a native of Asia and is purple-
flowered and erect.  Strains of this species vary in their winter hardi-
ness but as a group tend to be less hardy than Medicago falcata which is
a native of Siberia.  It is a yeHow-flowered plant and tends to be decum-
bent.

               There is a  third group of alfalfas, the variegated alfalfas,
which are believed  to have arisen  from natural crossing between Medtcago
sativa  and Medicago falcata.  Flower color of this group ranges from
purple  through blue and yellow to white.

                There  are many varieties  of  each type of alfalfa.   The
 common varieties are  composed of regional strains with different  climatic
 adaptation.  They are usually identified by the name of the State where
 they originated.  All regional strains  of common alfalfa are susceptible
 to bacterial wilt.   Buffalo,  a variety derived from Kansas common,  and
 the Turkistan alfalfas are resistant to bacterial wilt.   The variety
 Lahontan is of Turkistan origin.   Ranger and Vernal are varieties of the
 variegated types of alfalfa which are also resistant to bacterial wilt.

                Alfalfa may be seeded either in later summer or early
 spring.  In regions south of the northern Nebraska border and Illinois
 Highway 40, late summer seedings are usually best.  North of this line,
 spring seedings are usually more successful.  A companion small grain
 crop sown at about half the usual rate is often used.  In most areas
 from 10 to 20 Ib of seed per acre is recommended.  The cultipacker seeder,
                                   384

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 by which the seed is broadcast between two rollers,  has given good re-
 sults.   When seed is drilled,  they should not be planted too deep; 1/4
 to 1/2  in.  is preferred depending upon the soil type.

                b.   Birdsfoot trefoil (Lotus corniculatus):   The  range of
 birdsfoot trefoil in the United States is from the eastern  part  of Kansas,
 Nebraska, and the Dakotas to the Atlantic coast and  south to the Ohio
 River.   There is also considerable acreage in California and Oregon.  It
 is not  adapted to the low rainfall areas of the west except under irriga-
 tion, nor to the humid south.

                Birdsfoot trefoil has developed a reputation for  the
 ability to  maintain stands on  infertile soils.   Like other  crops,  how-
 ever, it makes best growth on  the more productive soils or  where highly
 fertilized.   It has been shown to be tolerant to acid  soils.  Seedlings
 of birdsfoot trefoil are slow  in development and do  not compete  well
 with rapidly growing seedlings of other species.

                A firm well-prepared seedbed with few competing plants of
 other species is important in  the establishment of birdsfoot trefoil.
 It should be seeded in the spring or early summer at the rate of 5 to 6
 Ib/acre.  No other legume should be seeded with birdsfoot trefoil.

                c.  Sweetclover  (Melilotus spp.):   Sweetclover thrives
 under a wide range of soil and climatic conditions.  It has one  important
 restriction  in that it cannot  tolerate  acid soils.   It is drought  re-
 sistant and  winter hardy.   It  is one of the first species to invade and
make successful growth on highway cuts  where nonacid subsoil  is  exposed.

                The requirements  for establishing  stands  of  Sweetclover
are similar  to those  for alfalfa.  The seeds  of  Sweetclover  are "hard"
and will  not germinate  until they have  been  scarified mechanically or
otherwise.   If the soil  pH is  below 6.0,  lime should be  added well ahead
of seeding.   Scarified  seed is planted  at  the rate of  10 to  15 Ib/acre.
Seedings  are  usually made  in the  spring with a companion crop.

                d.   Red clover  (Trifolium pratense):  Red clover is widely
adapted throughout  the world.  It  is  best adapted where  summer tempera-
tures are moderately cool  to warm and where adequate moisture is  avail-
able throughout  the growing season.

               Fertile well-drained soils of high moisture-holding capacity
are best  for red clover.  It does not have the drought  resistance of alfalfa.
                                  385

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It will grow on moderately acid soils, but does best on soils of pH 6.0
or higher. Root-rots and crown-rots are serious diseases of red clover
and in the midwest often eliminate stands during the 2nd year.  Because
of its disease susceptibility, red clover should not be considered a
permanent species in this area.

               Early spring seedings are usually preferred.   It is com-
monly seeded with a companion crop.  It may be broadcast on winter wheat
or rye in February or March.  Seeding rates are 8 to 10 Ib/acre when
seeded alone and 4 to 6 Ib/acre in mixtures with grass.

               e.  Lespedeza  (Lespedeza spp.):  Two annual and one
perennial species are the most important lespedezas in the United States.
The two annual species are introductions from the Orient, common lespedeza
 (Lespedeza striata) and Korean lespedeza (Lespedeza stipulacea).  The
perennial species of most importance  is Lespedeza cuneata. sericea
 lespedeza.

               The  lespedezas normally ace not adapted north of the Ohio
and Missouri  rivers.   However, they have been included in roadside plant-
 ings  in  Illinois with considerable success.   They are adapted to a wide
 range of soil types and  fertility levels.  Lespedeza will make consider-
 able  growth on badly eroded  soils and on acid soils  low in  phosphate.
 They  make better growth,  however, on  productive well-drained soil.  Korean
 lespedeza is  least  tolerant  of acid soils and most tolerant of alkaline
 soils.

                Lespedeza may be  sown  from mid-winter to early spring.
 Broadcasting  without  covering will generally give  satisfactory stands in
 pastures, meadows  and in small grains.  When seeded  alone 25 to  30 Ib of
 good quality  seed per acre should be  used.

                f•   Hairy vetch (Vicia vllloea):   Hairy vetch is  a winter
 annual with a semivine of growth.  It will stand cold temperatures below
 0°F and suffers winter damage only when there is severe soil heaving.
 It can be grown almost anywhere in the United States.   It is widely adapted
 to different soil types and grows well on light sandy soils as well as
 heavier soils.  It is usually seeded in the fall at 20 Ib/acre.
                                    386

-------
                g.   White clover (Trifolium repens);   White clover is widely
 distributed throughout the world.   In general white  clover is best adapted
 to the clay and silt soils of the  humid section of  the United States.
 There are three general types:   (a) large,  (b) intermediate,  and (c) low
 growing.   Ladino,  Pilgrim and Merit are three varieties of the large type.
 Ladino is the most common variety  in the northern United States.   The
 northern  common white clover is more winter hardy than Ladino, and it is
 present with Kentucky bluegrass in most unimproved pastures.   One to four
 pounds of seed are generally sown in the late summer  or fall.

                h.   Alsike clover (Trifolium hybridum):   Alsike clover is
 especially adapted to cool climates and wet soils.  It will do well on
 moderately acid to moderately alkaline soils.   It is grown extensively
 in the eastern and northern midwest States.

                The time and method of seeding are similar to  that for
 red clover.   Four  to six pounds of seed per acre  are considered as full
 seeding rates.

                i.   Crownvetch (Coronilla varla);  Crownvetch  is a perennial
 legume with  creeping steins 2 to 6  ft long.   It develops a heavy,  branched
 root  system.   It reproduces by  seeds and spreads  vegetatively by fleshy
 rhizomes.  Because of its creeping stems, strong  rhizomes,  and reclining
 growth habit it is an ideal plant  for erosion control.

                Crownvetch appears  to be well adapted north of the  35th
parallel.  It grows best  on well-drained soils.   While  it grows on mod-
 erately acid, rather infertile  soils,  it makes  best  growth when adequately
 fertilized and  limed.

                Crownvetch may be planted as  seed  or  as  crowns.  When seeded
 the recommended rate  is 5 to  10 Ib  of we11-scarified seed per  acre at  1/4
 to  1/2 in.   Since  it  is a new species to this  country,  it is  important
 that  seeds be inoculated  with the  proper strain of Rhizobium.   Emergence
and seedling growth of crownvetch  is  very slow.

               When crowns  are  planted,  the  recommended rate is one crown
every  3 ft2.  Closer  spacing will result in  complete coverage sooner.
                                   387

-------
                                                            SEED AHD SEED OK BAtA FOR COMMOHtY USED SPECIES








u>
oo
oo


Species
Bluegrass, big
(Pea aapla)

Bluegraas, caaby
(Poa eaibyt)

Bluegrass, Kentucky
(tat pratansis)
(Cool Season Grasses)
Native Recommended
or Average Seeds/ft2 lb/acre£/
Intro- Available Seed Average Genoi- at 20-25 States of
duced Varieties Seeds/lb Unit Purity nation 1 Ib/acre Seeds/ft Adaptation
N Sherman 917,000 Floret 90 70 21.0 1.0 AZ, CA, CO, ID,
MO, NV, HM, HD,
OR, OT, WA, WY
N 1,584,000 Floret 84 88 36.4 1.0 CA, CO, ID, MO,
MV, HD, OR, SD,
UT, VIA, WY
I Cougar, Fylklng, 2, 156,000 Floret 90 75 50.0 0.5 all
Marion, Hevport,
Hogget, Pennstar,

Climatic
Zones of Soils of
Adaptation Adaptation
CM L


CM L


CD-CM S, L, W
WM-WD
Bluegrws, sandberg*
  (Poa aeeqndal
Blnegrass, upland
  (foa glaucantha)
Broaa, California*
  (Broaua Carlnatua)
     , field*
  (Broaua arvenils)
                                     Wlndaor
Draylar
                                                                   Floret
                                                                   Floret
                                                                   Floret
                                                                   Floret
CA, CO, ID, MO,
NV, SD. OR, SD,
UT, WA, WY

MO, WY
                                                                                       CA, OR
                                                                                                                            CA
                                                                                                                                              CM
                                                                                                                       S, L, C
a,/  Sounded to 1/2-lb units - shrub species should be seeded at a rate of one-fourth to one-third that shown.
b/  Liait to higher elevations or wet areas.
c/  RecoBswnded seeding rate Is one-half that shown for other species.  Buffalo grass should not be broadcast.
d/  With proper scarification.
*  Seed is usually in short supply or not available.  Naaed varieties are grown under irrigation and usually available.   Species without naaed varieties are often subject
     to wild harvest with a variable supply.

-------
                                                                   SEEDING DATA FOR COMMONLY USEB SPECIES
(Cool Season Grasses)



Species
Brae, Japanese false
fBrachypodiuH pinnatun)
Bros, meadow*
(Broom biaberateinii)

Bros*, suruntaln*
(Btosns •arclnatua)
LO
00
\O Broa*, nooth
(Bronua ioersile)





Fescue, green*
(Festuca vlrldula)
Fescue, hard
fF««tuca ovina var.
Native
or
Intro- Available Seed
duced Varieties Seeds/lb Unit
I Floret

I Regai 100,000 Floret


N Brcoar 90,000 Floret



I Homesteader, 125,000 Floret
Lancaster,
Lincoln, Lyon,
Magna, Manchar,
Saratoga, Baylor,
Achenback, Blair,
Carlton
N 479,000 Floret

I Durar 565,000 Floret

Recomended
Average Seeds/ft2 Ib/acre5/
Average Gernl- at 20-25
Purity nation 1 Ib/acre Seeds/ft2
CA

92 85 2.4 10.0 CO,
MM,
WA,
90 85 1.9 12.0 AZ,
MO,
or,

92 85 2.9 8.0 AZ,
MO,
OR,




90 15 11.0 2.0 CO,
WA
95 85 13.0 2.0 all
TX

Climatic
States of Zones of Soils of
Adaptation Adaptation Adaptation
WM L, C

ID, MO, NV, CM, CD L, W
ND, OR, UT,
WY
CA, CO, ID, CM, CD L, C
NV, MM, OR,
WA, WY
,
CA, CO, ID, CM, CD- S, L, W
NV, HM, ND,
UT, WA, WY




ID, MO, OR, CM L

but KS, OK, CM, CD L, C

duriuscula)

-------
SEED AMD SEEDING DATA FOR COMMONLY USED SPECIES

Native
or
Intro- Available
Species duced Varieties Seeds/lb
Fescue, Idaho* N 450,000
(Festuca Idahoensts}

Fescue, red N A re Cared, Bargena, 47?, 000
(Festuca rubra> Boreal, Illahee
Olds, Rainier
Fescue, a Keep* N 565,000
(Pestuea ovlna)

Fescue, tall I Alta, Fown, 242,000
(Festuca anindinaflea) Fortune, Goar

Fescue, thurber's tt
(Festuca thurbert)
Foxtail, creep log (meadcw) N Garrison 613,000
(Alonecurus arundlnaceua)
Foxtail, *eadov I 900,000
(Alopecurus pratensis)
(Cool Season Grasses)
Reconmended
Average Seeds/ ft lb/acre^
Seed Average Genni- at 20-25
Unit Purity nation 1 Ib/acre Seeds/ft
Floret 90 30 10.3 2.0 CA
NV
WY
Floret 97 80 11.0 2.0 CA
OK
Floret 95 85 13.0 2.0 A2
MO
SD
Floret 96 86 5.5 4.0 AZ
MO
OR
Floret CO

Climatic
States of Zones of Soils of
Adaptation Adaptation Adaptation
, CO, ID, MO, CM, CD L
, OR, UT, WA,

, ID, MO, NV, CM, CD L, C
, UT, WA, WY
, CA, CO, ID, CM L
, NV, ND, OS,
, UT, WA, WY
, CA, CO, ID, CM, CD^' L, C, A, H
, NV, KM, ND,
, ITT, WA, WY
, UT, WY CM S, L
Splkelet 90 73 14.1 2.0 all except OK, CM, CD W
TX
Splkelet 90 80 21.0 1.0 ID
, MO, OR CM, CDf S, L, C , A.

-------
                      SEED AND SEEDING DATA. FOR COMONLY USED  SPECIES
(Cool Season Grasses)
Native
or Average Seeds/ft
Intro- Available Seed Average Gernl- at
Species duced Varieties Seeds/ Ib Vnit Parley nation 1 Ib/acre
Indian rlcegrasa* N 235,000 Floret 95 11 5.4
(Orraopais toaenoides)
Muttoograsa* N Floret
(Poa fendlerlana)

Jo Meedle and thread* N 115.000 Splkelet 29 13 2.6
'"' (Stlpa coaata)
Heedl«gcai«, green N Green Stlpagrass 181,000 Spifcelet 97 24 4.2
(Stlpa viridula) Lodora

Heedlegraaa, thurber's R Spifcelet
(Stlpa thurberlana)
Oatgrat*. tall R Tualatin 150,000 Splkelet 84 79 3.4
lArrhenatneruB elatlus)

Orchardgxass I Akaroa, Chinook, 540,000 Floret 90 80 12.0
fDactyllg gloaerata) Later, Palestine,
Recomended
Ib/acre2/ Climatic
20-25 States of Zones of Soils of
Seeds/ft2 Adaptation Adaptation Adaptation
4.0 all except OK CM, CD, WD S, L

2.0 CA, OR, HA, ID, CM, HM L, C
ND, SD, WY, UT,
NV, AZ, NK
B.O all CD, WD S

5.0 AZ, CO, KS, MO, CM, CD S, L
BE, ND, NM, SD,
HY
CA, ID, HV, OR, CM, CD, WD S, I
WA
7.0 AZ, CA, ID, MO, CM, CD^' L, W
NV, OR, UT, WA,
HY
2.0 all CM, CD^ S, L, W

Pooar, Potomac

-------
SEED ADD SEEDING DATA FOR COMMONLY USED SP




Spec lea
Bescuegrasa
CBroaua Carthartlcus)

Byegraas, Italian
(LoltiMB auttlflorun)
Ryegrass, prennial
Jo Hollas pereanel
NJ
Sallograas
(Oryiopals •lllacea')

Soft-che*c
fBroaus aolllg)
Timothy
ClhleiiBi pratense)
Wbest grass, beardless*
(Aaropyrop Inerne)
(Cool Season Grasses)
Sattve Recommended
or Average Seeds/ft lb/»creS/ Climatic
Intro- Available Seed Average Cerol- at 20-25 States of zones of
duced Varieties Seeds/lb Unit Purity nation 1 Ib/acre Seeds/ft2 Adaptation Adaptation
H Gasel, Lament, 90,000 Floret 95 85 1.6 14.0 CA, NV, OK, OR, CD
Prairie , Texas jg
46
I Astor, Gulf 241.000 Floret 98 90 5.5 4.0 CA OR WM
WlBnera
I Lion 247,000 Floret 98 90 5.7 4.0 «11 CM, CD

I 884,000 90 80 20.3 1.0 AZ, CA, CO, ID, WM
MO, NV, ND, UT,
UY
I Blando Floret CA, ID, MO, 8V, CM, CD, WM
OR, UT, WA
I Cltnax, Druonond, 1,300,000 Grain 97 80 30.0 1.0 all CM, CD^
Essex, Swallow
H Hhttmar 126,000 Floret 98 75 2.9 7.0 CO, ID, MO, NV CM
OR. UT UA UY



Soils of
Adaptation
S L
*J , 4J

L

S, L, W

L


S, L, C
L, W

L C
**» "

-------
                                                                   SEED AND SEEDDIG DATA FOR COMMONLY USED SPECIES
VO
(Cool Season Grasses)
Native
or
Intro- Available Seed
Species duced Varieties Seeds /lb Unit
Wheatgrass, bluebuncb* K 117,000 Floret
(Agropyron « pic a tun)

Wheatgrass, crested I Sunmit, Norden 200,000 Floret
(desert)
(Acropyroa destorm)
Wheatgrass, crested I Hebr. 3576 200,000 Floret
(fairway) Parkway
(Agropyron cristatun)
Wheatgrass, ioteraedlate I Awir, Chief, 100,000 Floret
(Agropyron toteraedima) Greenar, Oahe
Tegmar
Wheatgrass, pubescent I Green leaf, Luna, 91,000 Floret
(Agropyron tricfaophorum) Topar

Wheatgrass, Siberian I t-27 250,000 Floret
(Agropyron slbericua)

Wheatgrass, slender H Primar, Revenue 160,000 Floret
(Ayropyron trschvcaulua)
Recoonended
2 «/
Average Seeds /ft Ib/acre—
Average Germi- at 20-25
Purity nation 1 Ib/acre Seeds/ft2
96 31 2.7 8.0 CO,
HD,
WY
95 85 4.6 5.0 AZ,
W>,
OR,
95 85 4.6 4.5 AZ,
MO,
OR,
90 85 2.4 10.0 AZ,
w,
OR,
90 85 2.0 12.0 AZ,
MO,
OR,
95 85 5.7 4.0 AZ,
MO,
OR,
90 85 3.7 7.0 AZ,
MO,

Climatic
States of Zones of Soils of
Adaptation Adaptation Adaptation
ID, MO, HV CM, CD^ L, C
OR, OT, WA,

CO, CA, ID, CM L, C
HV, m, TO,
UT, WA, WY
CA, CO, ID, CM L, C
HV, NM, HD,
UT, WA, WY
CA, CO, ID, CM, CD L
HV, NM, ND,
OT, WA, WY
CA, CO, ID, CM, CD L, C, A
BV, HM, HD,
UT, WA, WY
CA, CO, ID, CM, CD L, C
NV, NM, ND,
UT, WA, WY
CA, CO, ID, CM S, L
NV, NM, ND,
                                                                                                                                   OR, UT, WA, WY

-------
                                                                   SEEP AND SEEDIHG DATA FOR COMMONLY USED SPECIES
u>
(Cool Season Grasses)
Native
or
Intro-
Species duced
Wheatgrass, streanbank N
(Agropyron rlparlua)

Wheatgrass, tall I
(Agropyron elongatlum)
Wheatgrass. thicks pike N
(Aaropyron dasystachyum)

Wheatgrass, western N
(Agropyron snithii)

Available Seed
Varieties Seeds /lb Unit
Sodar 170,000 Floret


Alkar, Jose, 79,000 Floret
Largo, Orbit
Crltana 186,000 Floret

Arriba, Barton, 110,000 Floret
Roaana
2 Recommended
Average Seeds/ ft Ib/acreS/
Average Germi- at 20-25 States of
Purity nation 1 Ib/acre Seeds/ft2 Adaptation
97 92 3.6 7.0 AZ, CO, ID, MO,
NM, ND, OR, UT,
WA, WY
95 85 1.8 12.0 All

95 91 4.3 5.0 CO, ID, MO, NB,
NV, ND, OR, SD,
DT, WA, WY
85 60 2.5 10.0 All
Climatic
Zones of Soils of
Adaptation Adaptation
CM, CD S, L, C, A


CM, CD^ L, C, A, W

CM, CD S, L

CM, CD S, L, C, W
       Wildrye, basin*
         (Elynus clnereusQ
       Wildry«, blue*
         (Elysns glaueus)
       Wildrye, Canada*
                 canadensis)
                                            Mandan
165,000   Floret
131,000   Floret
106,000   Floret
                       78
80
                       80
                                83
          85
                                80
                                            3.8
                     3.1
                     2.4
6.0       CA, CO, ID,  MO,    CM,  CD       L,  C,  A, W
          NV, OR, SD,  UT,
          WA, WY

8.0       AZ, CA, CO,  ID,    CM,  CD       S,  L,  W
          MO, NV, KM,  OR,
          SD, DT, WA,  WY

9.0       All but NV        CM,  CD,       S,  L,  C, W
                            WD

-------
                                                                   SEED AND SEEDING DATA FOR COMMOHLY USED SPECIES
VO
Ut
       Wildrye, creeping
         (beardless)
         (Elyaus trlticoldes)
       Wildrye, maanoth*
         (Elymua giganteua)

       Wildrye, Kuaalan
         (Elynug luge eus)
                                   Native
                                     or
                                   Intro-
                                   duced
   Avallable
   Varieties
Volga
Hayak, Sa«fcl,
Vtnall
(Cool Season Grasses)
Recommended
Average Seeds/ft Ib/acre5/
Seed Average Gernt- at 20-25
ids/lb Unit Purity nation 1 Ib/acre Seeds/ ft
51,000 Floret 88 90 1.2 20.0


Floret
70,000 Floret 90 80 3.9 6.0





States of
Adaptation
AZ, CA, CO, ID,
MO, NV, OR, OT,
WA, V!
CA, OR, HA, WY
AZ, CA, CO, ID,
MO, NV, DM, ND,
OR, SD, UT, WA,
WY

Climatic
Zones of
Adaptation
CM, CD


W, DW, CW
CM, CD



                                                                                                                      Soil* of
L, C
       Veldlgrass, perennial*
        (ghrharta calyclna)
                                            Mission
                                                                                                                                  CA

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SEED ADD SEEDING DATA FOR COMMONLY USED SPECIES

Native
or
Intro-
Species duced
Bahlagrass I
(Paspalua notatua)
Benuda I
(Cynodoo dactylon)

U)
vO
°* Bluestea, big N
(Andropogon gerardll)

Bluesteai, Caucasian I
(Andropogoq caucaalcus)
Bluestea. little N
(Andropogon gcooarlus)

Bluestea, sand N
(Andropogon hallll)

Bluestea, yellow* I
(Bothrlochloa lachaeaua)


Available
Varieties
Pensacola

Coastal, Green-
field Midland,
Midway, Santa
Ana
ChaBp, Raw,
Pawnee



Aldous , Blaze
Pastura

Ellda, Garden
Woodward

El Kan, King
Ranch Plains
(Warm Season Grasses)
Recomaended
Average Seeds /ft2 lb/acre-
Seed Average Gemd- at 20-25
Seeds /lb Unit Purity nation 1 lb/acre Seeds/ft2
166,000 Splkelet 72 70 3.8 5.0

1,580,000 Splkelet 97 86 36.3 1.0



191,000 Grain 90 82 4.4 6.0


860,000 Splkelet 35 27 19.7 1.0

379,000 Splkelet 50 80 8.7 3.0


125,000 Splkelet 70 69 2.9 8.0


830,000 Splkelet 19.1 1.0




Climatic
States of Zones of Soils of
Adaptation Adaptation Adaptation
TX WM, WD S, L, C, A, W

AZ, CA, NM,
OK, TX


CO, KA, MO,
NM, ND, OK,
TX, WY
AZ, CA, NM,
TX
CO, KA, MO,
NM, ND, OK,
TX, WY
AZ, CO, KS,
NB, NV, NM,
OK, TX, UT,
AZ, CA, CO,
NV, NM, OK,

NV, CD, WD L, C, A, W



NB, CM, CD S, L, W
SD,

OK, L, C

NB, CM, CD, WD S, L
SD,

MO, CM, CD, WD S
NO,
SD
KA, CD, WD L
TX,
                                                                 UT

-------
                                                                  SEED AHD SEKPMC PMCA TOE COMHOHI.Y USED SPECIES
CO
(Ham Season Grasses)
Native
or Average Seeds/ ft
Intro- Available Seed Average Gersd- at
Species duced Varieties Seeds /lb Unit Purity nation 1 Ib/acre
Brlstlegrass, plains* H 293,000 70 40 7.0
(Setaris •scrostachva)
Bristlegrasa, yellow K 1,409.000 60 70 32.0
(Setarla luteacens)
•uffslograss^/ H Hesa, Sharp's 42,000 Bur 88 45 1.0
(Buchloe dactyloldea) lev roved
Buffelgrass 1 B-1S, Biggins 440,000 10.1
CPennlsetua ciltare)
Canarvgraas, reed N Frontier, 550,000 Floret 98 64 12.8
fPhalarls arundinacea) loreed
Cordgrass, prairie* H
fSpartlna pcctlnata)

RecoBBeaded
Ib/ecre*-' CllMtlc
20-25 States of Zones of Soils of
Seeds/ft Adaptation Adaptation Adaptation
3.0 AZ, CO, DM, TX CD, WD S, L
1.0 AZ, CA, KM, OK, CD, HM, WD S, L
TX
10.0 AZ, CO, KA, H3, CD, WD C, W
KB, NM, ND, OK,
SD, TX, WY
2.0 AZ, CA, TX WD L
2.0 all but TX CM, CD^ S, L, W
all but A2, CA, CM, CD W
JCV
      Cottontop, Arizona*
        (Trlchachoe Callfornlca)
                                                             1,092,000   Splkelet     40
                                                                                                70
                                                                                                          25.1
                                                                                                                        1.0
AZ, TX
                                                                                                                                                   WD
                                S, I.

-------
                                                             SEED AND SEEDING DATA. FOB. OOIMDNLY USED SPECIES

Specie*
Curly SBsqulte*
fHllaria balancer i)
Dalllagnss
(Fanaloa dilatatuo)
Dropseed, glint*
(SpoTobolut eljanteuB)
w Dtopnwl. MM*
vO (Sporobolus flexuoaua)
oo
Dropaeed, aand
C Sporobolus crretandrug)
Dropseed, spike*
(Sporobolu* contractua)

Sativa
or
Intro- Available
duced Varieties
N
I
H
R
H
H
(Harm Season Grasses)
Recoomended
Average Seeds/ft^ lb/acrei/
Seed Average Genni- at 20-25
Seeds /lb Unit Purity nation 1 Ib/acre Seeds/ft2
269,000 Spikelet 28 19 6.2 4.0
220,000 Spikelet 70 70 5.0 4.0
1,417,000 Grain 90 51 32.5 1.0
3,329,000 Grain 98 62 76.4 1.0
5,298,000 Grain 90 70 123.0 0.5
Grain 1.0

States of
Adaptation
AZ
AZ, CA, OK, IX
AZ, CO, Hi, OK,
IX
m, AZ, ra
All
AZ, CA, CO, US.,
HV, IX, UT

Cllaatic
Zones of
Adaptation
WM, WD
WM
MM, WD
HD, WM
CM, CD, m
CD, WM

Soils of
Adaptation
C
L, C, H
S
S
S, L, C
S
Fescue, Arizona*
  ffescua arisonica)
                                     Redondo
550,000   Floret       90
                                                                                         75         12.8
                                                                                                                 2.0
AZ, CO, NV, HN    CM, CD
IX

-------
                                                             SEED AND SEEDIHG DATA FOB COMCHLV USED SPECIES

                                                                          (Ham Season Grasses)
         Species

Galleta*
   (Rllarla  laaestl)

Grua, black*
   Oouteloua ertonoda)

Graaa, blue
   Oonteloua grscllls)

C!'•••» tldeoats
   (Boateloaa cnrtlaandula)
Harding grata
  (Phalarla tuberoM)

Indiangrass (yellow)
                             Native                                                                            ReonMi-nded
                               or                                                       Average   Seeds/ft2    Ib/acre*/                       Climatic
                             Intro-      Available                    Seed     Average   Germi-       at          20-25        States of        Zones of     Soils of
                             duced      Vartatiea      Seeds/Ib      Holt     Purity    nation    1 Ib/ecre    Seedg/ft2      Adaptation      Adaptation   Adaptation
Klelngrass
  (Panlcua coloratum)
H      Sonera
       Hogal

H      Lovlngton
                                                         159,000   Splkelet     69


                                                       1,335,000   Splkelet     40


                                                         712,000   Splkelet     40
                                     Butte, El Reno,     143,000   Splkelet     60
                                     Pierre, Proaler
                                     Trallway, Tuc-
                                     «on, Uvalde,    —
                                     Vaughn
                                     Hlntergreen
                              N      Bolt, LLano
                                     Ovage, Oto
                                     Selection 75
547,000                95


175,000   Splkelet     89



497,000   Spikelet     97
                                                                                          80
                                                                                          60
                                                                                          60
                                                                                          SO
                                                                                          80
                                                                                         53
                                                                                         72
                                            3.7


                                           31.0


                                           16.5


                                            3.3
                                                                                                     8.1
                                                                                                    4.0
                                                                                                   11.4
                                                                                                                 6.0
                                                                                                                 1.0
                                                                                                                 1.5
                                                                                                                 7.0
                                                                                                                 3.0
                                                                                  ,6.0
                                                                                                                 2.0
AZ, CA, CO, HV,   CM, CD       S, L, C, A
m. TX, or

AZ, CO, DM, OK,   CD, WD       S, L
ra, or

All but ID, OR,   CM, CD, WD   S, L, A
HA

All but ID, OR,   CM, CD, WD   S, L
WA
                                                                                                                           AZ,  CA,  DM, OK,   WM
                                                                                                                           OR,  IX
                                                                                                                                                          L,  C
                                                                                                                           00,  KS,  NB,  NH,   CM, CD       S, L, W
                                                                                                                           ND,  OK,  SD,  TS,
                                                                                                                           UT,  WY
                                                                                                                           AZ, NM, TX
                                                                                                                                            WD
                                                                                                                                                         S, L

-------
S




Species
XoU.Cn..
flbalaria tobexoM «r.
b.trt inlands)
lorecxaas, ather.tona
flTi em iial 1 a erharp***'*** ^

Rnttroeti* Uilo ~ Isj)
lavagns., boar frmaplm)
ftra«Toatia curvula
conferta
Umgrass, labejemi
(Brsftroetlji lateaunitUlii)
Ijyvecraaa. aand
(KrejjToetis tddioojfja)

Native
ox
Intro- Available
•faced Variatiea
I Itjrla


I
I A-84

I Cttalina


I

H Bend, Hebr.-
27
(Warn Season Grasses)
Racoanealed
Average Seeds/ ft lb/acre±/
Seed Average Genii- at 20-25
Seeds/ Ib Unit Purity nation 1 It/acre Seeds/ ft2



Grain
2,922,000 Grain 90 70 69.0 0.5

2,922.000 Grain 90 70 69.0 0.5


4,245,000 Grain 90 60 99.0 0.5

1,550,000 Grain 93 75 35.6 1.0



Climatic
States of Zones of Soils of
Adaptation Adaptation Adaatatloi
IX


AZ, CA, m, TX TO S, L, C
AZ, CA, m, HV, WD S, L
IX
AZ, CA, »M, HV, WD S, L
TX

AZ, CA, Ml, HV, WD S, L, C
DC
CO, ES, NB, (H, CD, WD S
OK, IX

-------
                                                              SRBD AHD SKEDING D&U FOR CCMfOHLY USED SPECIES
(Warn Season Grasses)
Native
or Average Seeds /ft2
Intro- Available Seed Average Getad- at
Species duced Varieties Seeda/lb Doit Purity nation 1 tb/acre
Lovegrasa, weeping I Morpa A-O67 1,463.000 Grain 90 90 34.0
(grajnroittg- curvla)
lovegragg, vlloan I Polar 1,103,000 Grain 95 52 25.3
(EraKroBtla superba)
•P-
° Muhly, bush* H 1,500.000 Floret 50 40 38.0
QtahlenbentU oortertt)
Muhly, •ountala* N 530,000 Floret 80 30 12.0
(Huhlenberyla Montana)

KecOBBwnded
Ib/acre?-/ Climatic
20-25 States of Zones of Soils of
Seeds/ ft2 Adaptation Adaotation Adaotation
1.0 AZ, CA, NV, DM, CD, HD S, L
OK, TX
1.0 AZ, CA, tW, TX VD S, L

1.0 AZ, NH, TX, DI HD S, L

2.0 AZ, NH, CO, UT CM, CD S, L

Muhly, sptke
                                     El Vado
               I wrlgjjtii)
                                                       1,635,000   Floret
                                                                                50
Panic, blue
  (Panlcua antldotale)

Panic, harvard
  fPanleiaB harvard!!)
                                                         679,000   Spike let     70
Spikelet
                                                                                          50
                       60
                                                                                                    38.0
                                                                                                    16.0
                                               1.0       AZ,  CO,  1M,  UT    CM,  CO
                                                                                                                  1.5
                                               8.0
K, AZ, CA, »tp   Wife/
OK
                               S, L
                                                                                        S,  L, H
nt,
                  CD, WD

-------
SEED AMP SEEDIMG DAI*. FOR OOtMONLY USED SPECIES

Native
or
Intro- Available
Spectea d*»ced Varieties Seeds/ Ib
Khodeagraaa I 2,143,000
(Chloria Bayaaa)
Sacaton, (giant)* H 1,758,000
(Soorobolua vrUthtll)
Sacaton, alkali* H 1,750,000
(Sporobolua alroldeat
Sandreed, prairie* H 274,000
(Calaaonita looglfolla)
gpranglatop, green* H 538,000
aantochloa dubta) ......
Swltchgraa* If BUcbrall Cad- 278,000
28, Pathfinder,
Suaa>er
Tobota* H 204,000
(Hilarta nut lea)
Vine •saqulte* H 143,000
/Plaa*l4a»laaBi Ak^t*altlBB\
(Want Season Gracaes)
Average
Seed Average Gerni-
Pnlt Purity nation
Grain 60 60
Grain 98 80
Splkelet 98 80
Grain

90 80
Spikelet 95 62
Spllcelot 8 42
Spikelet 50 30

Seeda/ft2
at
1 Ib/acre
49.2
40.0
40.0
6.3
12.5
6.4
4.7
3.3

Reconmended
20-25 State* of
Seeda/ft2 Adaptation
1.0 CA, TX
1.0 AZ, CA, DM, EC
0.5 All but HD
3.5 CO, ID, MO, KB,
HD, SD, \K
2.0 AZ, OK, TX
4.0 AZ, CO, ID, IS,
NB, HV, HI, DD,
OK, SD, TX, UT
5.0 AZ, Hi, TX
7.0 AZ, CO, KS, MK,

Climatic
Zones of
Adaptation
WD
HM, CD
WM, CM, CD,
WD
CM, CD, HD
WM, HD
CM, CD
CD, WD
CD

Soils of
Adaptation
L
L, C, H, A
L, C, A, W
S
S, L
S, L, W
1. C. A. W
L, C. W
                                                              OK,  TX, UT

-------
                                                                   SEEP AMP SEEDIHG MIA FOR COMCMLY USED SPECIES

                                                                             (Porb» and Legumes - Cool)
                Specie*

       Alfalfa
         (Medlcago lativa)
       Alfalfa, sickle*
         (Hedlcago falcata)
Native
  or
Intro-      Available
duced       Varieties

  I      Ladafc, Nomad,
         Rambler, Ranger,
         Washoe
                                                                                                                     Recoooeaded
              Seed
Seeds/lb      Unit

  225,OOO   Seed
                                                                454,000   Seed
                                                                                               Average   Seeds/ ft    Ib/acreS/
                                                                                     Average   Germl-
                                                                                     Purity    nation
                                                                                99
                                                                                       97
                                                                                          85
                                                                                                 90
   at
1 Ib/acre

   5.2
                                                                                                           10.4
 20-25
Seeda/ft

   4.0
                                                                                                                              States of
                                                                                                                              Adaptation
                                                                                      Climatic
                                                                                      Zones of     Solla of
                                                                                     Adaptation   Adaptation
                                                                                                                            All
                                                                                                                                              CD,
                                                                                                                  2.0       CA, 00, ID, MO,   CM
                                                                                                                            BV, OR, UT, HA,
                                                                                                                            VY
                                                                                                                                                           5, L, C
•F"
O
U>
Buckwheat, California*
  (ErlogonuB fasclculatua)

Burnet, snail
  (SapguiBorba minor)
       Chickpea*
         (Clcer arietinua)

       Caoaryclover,  hairy
         (Doryeaiun hlrautum)

       Clover,  «trawberry
         (Tyfolium  fragiferum)
                                     Salina
                                                                 53,000
                                                                          Seed
323,000   Seed
                                                                                       90
                                                                                       99
                                                                                                 80
                                                                                                 90
                                                                                          90
                                                                                                            1.2
                                                                                                     7.4
                                                                                                                        16.0
                                                                                                                  3.0
                                                                   AZ, CA, CO, ID,
                                                                   MO, HV, NH, OR,
                                                                   UT, WA, WY

                                                                   CA
                                                                                                                            All
                                                                                       CD,
                                                                                                                                                     CM
                                                                                                                  CM,
                                                                                                                               S,
                                                                                                                                                           S, L, H

-------
SEED AND SEEDING DATA FOR COMHOKLY USED SPECIES
Native
or
Intro- Available
Species duced Varieties
Clover, vhlte N
(Trlfolli» repens)
Lupine, blue* N
(Luplnua angustlfollug)

Medic, black* I
(Medlcato lupullna)
Mllkvetch, cicer I Lutana
(Astragalus cicer)


FensteBOO, lock? Mountain!* H Bander.

-------
SEEP ASP SEEDING DATA FOR COHMOHLY USED SPECIES

Species
Svectc lover
(Melt lotus spp.)
Trefoil, big
(Lotos ulittinoBua)
Trefoil, birds foot
K. (Lotus corniculatus )
O
01 Trefoil, narrowleaf
(Lotus' tenuis)
Vetch, braable
(Vicia enulfolla)
Vetch, crown
(Coronllla varla)
Vetch, Hungarian
(Vicia pannonlca)
Vetch, woollypod*
(Vicia daavearpa)
(Forbs and Legunea - Cool)
native Recoanended
or Average Seeds/ft lb/aere^ Climatic
Intro- Available Seed Average Genni- at 20-25 States of Zones of Soils of
duced Varieties Seeds/ Ib Unit Purity nation 1 Ib/acre Seeds/ft Adaptation Adaptation Adaptation
I 262,000 Seed 99 85 6.0 4.0 All CM, CD^ S, L, W

I Marshfield 828,000 Seed 98 80 23.0 1.0 All CM, CD^ S, L
I Granger, Tana, 418,000 Seed 96 90 9.6 3.0 All CM, CD^/ S, L, W
Cascade, Douglas
383,000 Seed 98 82 8.8 2.5 CA, OR, WA, ID, CM, MM, CD L
MO, SD, WY, VI,
NV, AZ, NM
I 11,000 Seed 97 90 0.2 100.0 All CM, MM L
I Emerald, Perm- 119,000 Seed 97 80 2.7 8.0 All CM, CD S, t
gift, Vol
I Seed All CD, CWr' C, W
I Seed

-------
     SEED AND SEEDING DATA FOR COMMJNLY USED SPECIES
Native
or
Intro-
S pec lea duced
Apache, plume* H
(Fallugia paradoxa)
Bitterbrush, antelope* H
(FursUa tridentata)
(Shrubs)

Available Seed Average
Varieties Seeds /lb Unit Purity
420,000 80

20,000 80

Average
Germt-
natlon
45

80

Seeds /ft2
at
1 Ib/acre
9.6

0.5

Recommended
Ib/acreS/
20-25
Seeds/ft
2.5

40.0



States of
Adaptation
AZ, CA, CO, NV,
NM, TX, UT
AZ, CA, CO, ID,
MO, NV, KM, OR,

Climatic
Zones of
Adaptation
CM, CD; WM

CM, cnk/



Soils of
Adaptation
S, L, C, W

S, L

Bush, encelia*
  (Encella frute»cens)

Bursage*
  (Franaerla spp.)

Mahogany, mountain*
  (Cercocarpus nontanus)
Sagevort*
  (Arteeeaia tridentata
  vascyana)

Saltbush, fourvlng
  (Atrlplex cancicens)
                                                                     or,  WA,  WY
   40,000
2,576,000
   30,000
                         80        40
                         BO        90
0.9
                                            591.7
                                              0.7
            21.0
                                                           0.5
            30.0
AZ, CA, CO, ID,
MO, NV, NH, HD,
OR, SD, UT, WA,
WY

AZ, CA, CO, ID,
MO, NV, NH, ND,
OR, SD, UT

AZ, CA, CO, ID,
MO, NV, MM, OR,
TX, UT, WA, WY
                                                                                       CM,  CD
                                                      S, L
                                                                                       CM,  CD,  WD   S.  L,  C,  A

-------
                                                            SEED ATO SEEDIBG DATA FOK OOMCHLT USED SPECIES
Rabbitbruth, rubber*
  (Ch
Winterf«t*
  fEarotia Janata)

Native
or
Intro- Available
duced Varieties
>er* »
oauaeosus)

(Shrubs)
Average Seeds /ft
Seed Average Gtrad- at
Seeds/ Ib Unit Purity cation 1 Ib/acre
335,000 7.7



Kecoocended
Ib/acreS/
20-25
Seed*/ ft2
3.0




States of
Adaptation
AZ, CA, CO, ID,
MO, SV, m, OX,
UT, HA, WY

Climatic
Zones of Soils of
Adaptation Adaptation
CM, CD S, L, C, A,
H

                                                         150,000
                                                                                          80
                                                                                                     3.3
                                                                                                                  7.0
                                                                                                                            All
CM, CD
S, L

-------
N.  Scientific Names of Plants Mentioned*
          Alder, thinleaf
          Alfalfa
          Alkali sacaton
          Alsike clover
          Annual lespedeza
          Annual rye
          Annual ryegrass
          Arizona fescuegrass
          Aspen
          Aster
          Autumn olive
          Bahiagrass
          Balsam poplar
          Barberry, creeping
          Bayberry
          Beach plum
          Bearberry
          Bentgrass
          Bermuda grass
          Big bluegrass
          Big bluestern
          Big sagebrush
          Bindweed
          Birdsfoot trefoil
          Bitterbrush, antelope
          Bittersweet, oriental
          Black cottonwood
          Black gramagrass
          Black locust
          Black spruce
          Bladdersenna
          Blando (soft) bromegrass
          Blue gramagrass
          Box rosemary
          Bristly locust
Alnus tenuifolia
Medicago sativa
Sporobolus airoides
Trifolium hybridum
Lespedeza striata
Secale cereale
Lolium species
Festuca arizonica
Populus tremuloides
Aster species
Elaeagnus umbellata
Paspalum notaturn
Populus balsamifera
Berberis repens
Myrlca pennsylvanica
Prunus maritima
Arctostaphylos urva-ursi
Agrostis species
Cynodon dactylon
Poa amp la
Andropogon gerardi
Artemisia tridentata
Convulvulus arvensia
Lotus corniculatus
Purshia tridentata
Celastrus orbiculatus
Populus species
Bouteloua eriopoda
Robinia pseudoacacia
Picea mariana
Colutea arborescens
Bromus nollis
Bouteloua gracilis
Andremeda pollfolia
Robinia fertilis
*  1.  Fernald, M. L., Gray's Manual of Botany. American Book Company
         8th Ed., 1,632 pages (1950).
   2.  "Fertilizer Technology and Use," Soil Science Society of America.
         2nd Ed., pp. 597-600 (1971).
   3.  "Grass:  The Yearbook of Agriculture, 1948," U.S. Department of
         Agriculture, pp. 838-854.(1948).
   4.  Seymour, E. L. D., ed., The Wise Garden Encyclopedia. Grosset
         and Dunlap, 1,380 pages (1970).
                                   408

-------
Buffalo grass
Bulbous bluegrass
Canada thistle
Canada wtldrye
Caucasian sagebrush
Ceanothus, deerbrush
Ceanothus, redstern
Ceanothus, snowbrush
Ceanothus, wedgeleaf
Cereal rye
Cheatgrass
Cherry, bessey
Cherry, bitter
Chewings fescuegrass
Chinese privet
Chokec henry, black
Cicer milkvetch
Cinquefoil, bush
Coralberry
Corn
Crabgrass
Creeping  foxtail
Creeping  juniper
Creeping  red fescuegrass
Crested wheat grass
Desert wheat grass
Crimson clover
Crownvetch
Dodder
Dogwood,  redosier
Douglas-fir
Durar hard  fescuegrass
Elder, blueberry
Eriogonum,  sulfur
Fairway wheat grass
Field bromegrasa
Fine-leafed fescuegrass
Fireweed
Forsythia
Four-wing saltbush
Buehlpe dactyloides
Poe bulbosa
Cirsium arvense
Elymus canadenis
Artemisia species
Ceanothus integerrimus
Ceanothus sanquineus
Ceanothus velutinus
Ceanothus cuneatus
Secale cereale
Bromus tectorum
Prunus besseyi
Prunus emarginata
Festuca rubra var. commutata
Ligustrum species
Prunus virginiana melanocarpa
Astragalus species
Potentilla fruticosa
Syap horicarpua orbiculatus
Zea mays
Digitaria species
Alopecurus arundinacea
Juniperus horigontalis
Festuca rubra
Agropyron cristatum
Agropyron desertorum

Coronilla varia
Cuscuta  species
Cornufl stolonifera
Pseudotsuga menziesil
Festuca  ovina  var. duriuscula
Samfaucus cerulea
Eriogonum  umbellaturn
Apropyron  cristatum  var.  fairway
 Bromus arvensis
Festuca  capillata
 Epilobium augustifolium
 Forsythia species
Atriplex canescens
                         409

-------
Foxtail millet
Fringed sage
German millet
Goldenrod
Greenleaf manzanita
Hairy vetch
Hall's honeysuckle
Hard fescuegrass
Honeysuckle, tertarian
Incense cedar
Indian ricegrass
Indigo bush
Inkberry
Intermediate wheat grass
Iris
Jeffrey pine
Johnsongrass
Juniper, common
Kentucky bluegrass
Kentucky 31 fescuegrass
Leafy spurge
Lehmann livegrass
Locust, black
Lodgepole pine
Maiden pink
Meadow bromegrass
Meadow foxtail
Millet
Moss sandwort
Mountain bromegrass
Mountain mahogany
Mountain muhly
Mountain rye
Mountain sage
Mulefat
Multiflora rose
Needle-and-thread
Oats
Orchardgrass
Paper birch
Fenstemon, bush
Perennial ryegrass
Perennial sow thistle
Pinemat manzanita
Setaria italica
Artemisia frigida
Setaria italica
Solidago species
Arctostaphylos species
Vicia vlllosa
Linicera species
Festuca ovina var. duriuscula
Lonicera tartarica
Calocedrus decurrens
Oryzopsis hymenoides
Amorpha fruticosa
Ilex glabra
Agropyron intermedium
Iris species
Pinus ponderosa var. jeffreyi
Sorghum halepense
Juniperus communis
Poa pratensis
Festuca elatior var. arundinacea
Euphorbia esula
Eragrostis lehmanniana
Robinia pseudoacacia
Pinus contorta
Dianthus deltoides
Bromus erectus
Alopecurus pratensis
Setaria species
Arenaria verna
Bromus carinatus (Bromus marginatus)
Cercocarpus montanus
Muhlenbergia montana
Secale montanum
Artemisia species
Baccharis species
Rosa multiflora
Stipa comata
Avena sativa
Dactylis glomerata
Betula papyrifera
Penstemon fruticosus
Lolium perenne
Sonchus arvensis
Archtostaphylos species
                        410

-------
Pink milfoil
Ponderosa pine
Prairie cordgrass
Pubescent wheat grass
Quackgrass
Quaking aspen
Red cedar
Red clover
Red fescuegrass
Red osier dogwood
Redtop
Reed canarygrass
Reeves  spirea
Rose, woods
Russian knapweed
Russian wildrye
Rye, grain
Ryegrass, annual
Sagebrush, big
Sand dropseed
Sedge
Sericea lespedeza
Serviceberry
Sherman big bluegrass
Shrub  lespedeza
Siberian wheat grass
Sideoats gramagrass
Slender wheat grass

Smooth bromegrass
Snowberry, common
Snowberry, mountain
Snow-in-summer
Sodar  streambank
   wheat grass
Sorghum
Soybeams
Spirea
Spirea, douglas
Squawcarpet
Sumac, rocky mountain
Sweetclover
Sweetclover,  white
 Sweetclover,  yellow
 Sweet  fern
Achi1lea millefolium
Pinus ponderosa
Spartina pectinata
Agropyron triehophorum
Agropyron repens
Populus tremuloides
Juniperus virginiana
Trifolium pratense
Festuca rubra
Cornus stolonifera
Agrostis alba
Phalaris arundinacea
Spirea species
Rosa woodsii ultramontana
Centaurea pieris
Elymus junceus
Secale cereale
Lolium multiflorum
Artemisia tridentata
Sporobolus cryptandrus
Carex species
Lespedeza sericea (Lespedeza cuneata)
Amelanchier  species
Poa amp la
Lespedeza bicolor
Agropyron sibiricum
Bouteloua curtipendula
Agropyron trachycaulum
   (Agropyron pauciflorum)
Bromus  inermis
Symphoricarpos  albus
Symphoricarpos  occidentalis
Cerasttum tomentosum

Agropyron riparium
 Sorghum vulgare
Glycine max (gj.ycj.ng spja,
 Spirea species
 Spirea douglasii roseata
 Ceanothus prostratus
 Rhus glabra cismontana
 Melilotus species
 Melilotus alba
 Melilotus officinalis
 Comptonia asplenifolia
                         411

-------
Switchgrass
Tall fescuegrass
Tall oatgrass
Tartarian honeysuckle
Timothy
Topar pubescent wheat grass
Tualatin oatgrass

Vetch, hairy
Virginia pine
Virglnsbower, western
Weeping lovegrass
Western wheat grass
Western yarrow
White clover
White Dutch clover
White spruce
Whitetop

Wichuraiana rose
Willow
Willow, scouler
Wintergreen
Winter honeysuckle
Winter ryegrass
Wormwood, oldman
Yarrow
Yellow sweetclover
Panicum virgatum
Festuca elatior var. arundinacea
Arrhenatherutn elatius
Lonicera tartarica
Phleum pratense
Agropyron tricophorum
Arrhenatherum elatius var.
  tualatin
Vicia villosa
Pinus virginiana
Clematis species
Eragrostis curvula
Agropyron smithii
Achillea species
Trifolium repens
Trifolium repens
Picea glauca
Lepidium draba. Lepidium  repens.
  and Hvmenophyaa pubescens
Rosa wichuraiana
Salix species
Salix scouleriana
Gaultheria procumbens
Lonicera species
Lolium species
Artemisia abrotanum
Achillea millefolium
Helilatus officlnalis
                        412

-------
0.  Conversion Factors—

          Various conversion factors are included in this section for
the convenience of the user of this manual in calculations areas, rates,
and volumes.  Conversion factors are generallyshown for four signifi-
cant digits suitable for field use with a slide rule.  For office cal-
culations, more precise conversion factors of five or more significant
digits may be needed in some instances.
        To Convert
 acre
 acre-ft
 acre-ft/sq mi
 UNITS AND EQUIVALENTS
  Conversion Factors
       Into
         A
hectare or sq hectometer
sq feet (sq ft)
sq meters (sq m)
sq miles (sq mi)
cu ft
cu yds
gallons (gal}
cu meters (cu m)
cu ft/acre
   Multiply By
                                                        1»3,560.
      1.562 x 10~$
 1*3,560.
  1,613.
325,850.
  1.23U.
     66,06
 I/   National Engineering  Handbook, Chapter  10, Section 3, Soil converva-
 ~     tion  Service, USDA, April  1971.
                                  413

-------
     To Convert
                              Into
                                                        Multiply By
acre-ft/sq mi
acre-ft of water
acre-inch
                         tons/sq mi
                         tons/acre
                         watershed inches
                         cu meters/sq km (cu m/sq km)
                         tons
                         acre-ft
                         cu ft
See Figure 78 (a and b)

           .'01875
        1.76.3
      1,359.
           .08333
      3,630.
Celsius or
Centigrade  {C}
centimeters  (cm)
centimeters/sec (cps)
cubic centimeters (cc)
cubic feet (cu ft)
                        Fahrenheit (F)
                        feet (ft)
                        inches (in.)
                        meters (m)
                        millimeters (mm)
                        ft/min
                        cu ft
                        cu in.
                        U.S. gallons  (U.S. gal)
                        liters  (1)
                        U.S. pints
                        U.S. quarts
                        cu cms  (cc)
                        cu in.
                        cu meters  (cu m)
                        cu yards (cu yd)
                       U.S. gallons
                       liters (1)
          1.8C + 32
          0.03281
          0.3937
          0.01
         10.0
          1.197
          3.531 x 10"5
          0.06102
          2.6U2 x 10""
          0.001
          2.113 x 10"3
          1.057 x 10~3
    28,320.
     1,728.
         0.02832
         0.0370U
                                                             28.32
   After getting tons/sq mi from Figure 78 (a and b), multiply by 1.56
     x 10~3 to convert to tons/acre.
                                  414

-------
               J   34547891       2   34547891       J    34547891      2    34547891
                                                                                                       2    3  4547891
Ln
                                                                                     3   454789
      1.0
      0.0001
  2    345




ACRE-FEET
                            Figure 78a - Conversion of Tons to Acre-Feet  for Various Volume Weights

-------
1.000.000
            2   3  4 i * 7 I t 1
                                   2   3   4  5 4  7 8 t \
                                                              3   4  5  * 7 8 » 1
                                                                                 2    3   4  5  t 7 8 •> 1
                                                                                                        2    3   •  5  t  7 « » 1
                                                                                         2&M
                                                                                               /
                                                                                        t/
                                                                                                                  K
                                    ::.!
 100.000
    1
    I
    7
    t

    5

    4
                                                                    :^>/
                       •^r-~
                                                             -H-
77p
                                                  -y4fe
                                                  /y/S\/:s
                                                               £Avl
                                                                   C^3
 10.000
                                                          5H
                          Tt
X  /
                                          22
                                               '-/
                                    7&

                                         .
                                             Z

  1.000
      :.. jrh
                                     CONVERSION OF
                                  TONS TO ACRE-FEET

                              FOR VARIOUS VOLUME WEIGHTS
                                                                                                    ^ . , —
                34St?8f        2    3
-------
      To Convert
       Into
                                                          Multiply By
cu ft/acre
cubic feet of water
cubic feet/sec (cfs)
cu ft/sec/sq mi (csm)
cubic ft/sec (cfs)
cfs-days
cubic inches (cu in.)

cubic meters (cu m)
cu m/sq km
cu mi (U.S. statute)
cubic yards (cu yd)
inches-depth  (in.-depth)
pounds  (Ibs)
kgs/sq cm
kgs/sq meter  (kgs/sq m)
pounds/sq ft  (psf)
pounds/sq in. (psi)
acre-ft per day (ac-ft/d)
acre-ft per year (ac-ft/yr)
million gal's/day  (mgd)
cu m/sec
liters/sec/sq km (l/sec/sq km)
gallons/min (gpm)
cu ft
cu cms  (cc)
cu ft
cu ft
U.S. gallons  (U.S. gal)
cubic yards (cu yd)
ac-ft/sq mi
acre-ft
cu cms  (cc)
cu ft
cu meters (cu m)
U.S. gallons  (U.S. gal)
acre-ft
       2.751* x 10"s
      62.1*3
        0.0301*8
      301*. 8
       62,1*3
        0.4335
        1.981*
      72U. 0
        0.6U63
        0.02832
        0.0915
      1*1*8.8
   86.UOO.
       16.39
        5.787 x 10-1*
       35.32
      26U.2
        0.76^5
       21.0 x 10'1*
        3.379 x 106
        7.61*6 x 10s
       27.0
        0.76U6
      202.0
        6.19
days
deg F
seconds  (sec)
deg C (Centigrade
      or Celsius)
   86,1*00.

(F° - 32).5556
                                   417

-------
      To Convert

Fahrenheit  (F)
fathoms (fthm)

feet  (ft)
feet/min (fpm)
feet/sec (fps)
       Into
         P
Centigrade (c)
meter  (m)
feet (ft)
centimeters  (cm)
kilometers (km)
meters (m)
miles  (mi)
cms/sec  (cps)
feet/sec (fps)
kms/hour (km/hr)
miles/hour (mi/hr)
meters/min (m/min)
miles/hour (mph)
km/hour  (km/hr)
      Multiply By

(F° - 32). 5556
        1.829
        6.000
       30. 1*8
        3.0U8 x 10-"
        0.301*8
              x 10'4
        0.5080
        0.01667
        0.01829
        0.01136
       18.29
        0.6818
        1.097
gal (U.S.)
gallons of water
gallons/min (gpm)
grams (g)
gram of vater
cubic cms (cc)
cubic feet (cu ft)
cubic inches (cu in.)
gallons Br. Imp. (gal Br. Imp.)
liters (1)
pounds of vater
cu ft/sec (cfs)
liters/sec (l/sec)
cu ft/hr
pounds (ibs)
cu cm of vater (cc of vtr)
    3,785.0
        0.1337
      231.0
        0.8327
        3.785
        8.3U53
        2.228  x 10~3
        0.06308
        8.0208
        2.205  x 10-3
        1.0 (at 1*°C)
                                418

-------
      To Convert
hectares

hours (hr)
                             Into
                               H
                      acres
                      sq  feet  (sq  ft)
                      days
                      weeks  (vk)
  Multiply By

    2.U71
    1.076 x 105
      .OU167
    5.952 x 10-3
inches (in.)
inches (watershed)
inches eroded
                       centimeters (cm)
                       cu ft/sec/sq mi .(csm)
                       tons
     2.5^0
    13.58U
     1.815 x volume  wt
     (pcf) of  upland
     soil
                                K
kilograms  (kg)
                       pounds,  (lb)  avoirdupois
                       tons, short (T)
kilograms/sec(kg/sec)  tons (short)/year (T/yr)
kilometers (km)        miles (mi)
     2.205
     1.102 x 10-3
3U.786.
     0.621U
 liters  (l)

 liters/sec/sq km
                       cubic cm (cc)
                       gallons U.S. (gal U.S.)
                       cubic ft/sec/sq mi (csm)
 1,000.
     0.2642
    10.93
meters  (m)
                                M
                       yards (yd)
                       feet (ft)
                       inches (in.)
     1.091*
     3.281
    39.37
                                  419

-------
      To Convert
meters (m)
microns (w)
miles(U.S. stat)(mi)
miles/hour (mph)
         Into
miles (stat) (mi stat)
meters (m)
kilometers  (km)
feet/sec (fps)
 milligrams/liter(mg/l  parts/million  (ppm)
 milliliters  (ml)       liters  (l)
 millimeters  (mm)       inches  (in.)
                       microns  (u)
 million gallons/day(mgd)cu  ft/sec  (cfs)
                       acre-ft/day
                       cu m/min
 minutes (min)(angles)  degrees  (deg)
Multiply ay
   6.21U x 10"1*
   1.0 x 10-6
   1.609
   1.U67
   1.000*
   0.001
   0.03937
   1 x 103
                                      3.069
                                      2.629
                                      0.01667
 ounces (oz)
 ounces/gallon(U.S.)
       (oz/gal-U.S.)
 grams  (g)
 pounds (lb)
 gms/liter  (gm/l)
   28.35
    0.0625
    7.U89
 parts per million (ppm) iudlligrams per liter (mg/l)
 pounds (lb)            grains
                        grams (g)
                        kilograms (kg)
                        ounces (o»)
                        tons**
                                      1.000*
                                  7,000.
                                    1*53.6
                                      0.1*536
                                     16.00
                                       .0005
 *  True within 1 percent when the concentration is less than 10,000 ppm.
 ** Tons means short tons (2000 Ibs) unless otherwise indicated, as tons
    (metric) or tons (long).
                                 420

-------
      To Convert
pounds of vater
pounds of vater/min
pounds/cu foot(pcf)
pounds/cu in.
pounds/gallon (U.S.)
pounds/cu foot (pcf)
pounds/sq foot(psf)
       Into
cubic feet (cu ft)
cubic inches (cu in.)
gallons (gal)
cu ft/sec (cfs)
grams/cu cm (g/cc)
kgs/cu meter (kg/cu m)
pounds/cu in. (pci)
gms/cu cm (g/cc)
gms/liter (g/l)
tons/acre-foot(tons/acre-ft)
pounds/sq in. (psi)
Multiply By
  0.01602
 27.68
  0.1198
  2.670 x 10-1*
  0.01602
 16.02
  5.787 x 10-1*
 27.68
119.8
 21.78
  6.9UU x 10-3
rods
feet(ft)
miles
  16.50
   3.125  x  10~3
sq centimeters(sq cm)
square feet  (sq ft)
square inches(sq in.)
sq kilometers(sq km)
square meters (sq m)
square miles (sq mi)
square yards  (sq yd)
square inches  (sq in.)
acres
sq cms
sq miles  (sq mi)
sq ft
acres
square feet (sq ft)
square kms (sq km)
square meters  (sq m)
square yards (sq yd)
square feet (sq ft)
square meters  (sq m)
   0.1550
   2.296 x HT5
   6.1*52
   0.3861
  10.76
 6UO.O
  27.88 x 106
   2.590
   2.590 x 106
   3.098 x 106
   9.000
   0.8361
                                  421

-------
      To Convert

tons (long)
tons (metric)
tons (metric)/sq km
tons
tons/sq. mi
tons of water/2U hrs
tons/acre-ft
       Into
         T
pounds
kilograms (kg)
tons
pounds (ibs)
tons/sq mi
kilograms (kgs)
pounds (ibs)
tons (long)
tons (metric)
acre-ft/sq mi
tons(metric)/sq km
tons/acre
pounds of water/hour
gallons/min (gpm)
cu ft/hr
pounds/cu ft (pcf)
       Multiply By

     2,21*0.
     1,000.
         1.102
     2,205.
         2.851*
       907.2
     2,000.
         0.8929
         0.9078
See Figure 78 (a and b)
         0.350
         1.5625 x 10-3
        83.33
         0.166U
         1.335
         O.OU591
watershed in.
watershed inches
         W
acre-ft/sq mi
acre-ft (total)
        53.33
        53.33 x drainage
             area (in sq
             mi)
years (yr)
seconds (sec)
        31.5576 x 106
                                 422

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          Figure 78 (a and b) are charts for converting various volume
weights or weights of sediment per acre-foot to tons.  Table 31 below
is convenient for the conversion of various volumes of hydraulic or
sedimentation data.  Table 32 is the Greek alphabet.  Table 33 shows
map scales and equivalents for use with aerial photographs and USGS
quadrangles.  Table 34 illustrates conversions in volume weight between
pounds per cubic foot and tons per acre-foot.  Table 35 converts inches
to feet.
                               TABLE 31
               CONVERSION FACTORS FOR HYDRAULIC VOLUMES
Initial
Unit
Cfs-days
Ft3 x 106
Gal. x 106
Acre-ft
In/mile2
Multiplier to Obtain:
Cfs-Days
11.574
1.5472
0.50417
26.889
FtJ x 10°
0.08640
0.13368
0.04356
2.3232
Gal. x 10b
0.64632
7.4805
••
0.32585
17.379
Acre -Ft
1.9835
22.957
3.0689
53.33
In/mile*
0.037190
0.43044
0.05742
0.018750
      A a  Alpha

      B (J  Beta

      p y  Gamma

      A 6  Delta
                                TABLE 32
                             GREEK ALPHABET
H 17  Eta

9 6  Theta

I  t Iota

K k  Kappa
N V Nu

~  £ Xi

0   o Omicron

n  ir Pi
      E f  Epsilon    A X  Lambda     P P  Rho

      Z ?  Zeta       M M  Mu         2 a  Sigma

 Suspended  Sediment  and Sediment  Yield
T  r Tau

T  \> Upsilon

*  ^ Phi

X  X Chi

*  0 Phi

£2  u Omega
      Conversion of parts  per million by weight to sediment yield in tons;
                        «%
      ppm x discharge  (ffyperiod)  x 62.4
                 1,000,000 x 2,000
                    « sediment load (tons/period)
                                   423

-------
                               TABLE  33
                     MAP SCALES AND AREA EQUIVALENTS
(Aerial Photographs and USGS Quadrangles)
Fractional
Scale
1:600
1:1200
1:2400
1:3600
1:4800
1:6000
1:7200
1:7920
1:9600
1:12000
1:15840
l:20000k/
1:2400Q£/
1:31680£/
1:62500£/
1:63360£/
1:125000£/
1:126720£/
1:250000£/
1:500000£/
Formulas


Ft/In
50.00
100.00
200.00
300.00
400.00^
500.00
600.00
660.00
800.00
1,000.00
1,320.00
1,666.67
2,000.00
2,640.00
5,208.33
5,280.00
10,416.67
10,560.00
20,933.33.
41,666.67
Scale
12

In/Mile^
105.60
52.80
26.40
17.60
13.20
10.56
8.80
8.00&/
6.60
5.28
4.ook/
3. 168^
2.640
2.000
1.014
1.000
0.507
0.500
0.253
0.127
63.360
Scale 43

n
Acres/In
0.0574
0.2296
0.9183
2.0661
3.6731
5.7392
8.2645
10.000
14.692
22.957
40.000
63.769
91.827
160.000
622.744
640.00
2,490.98
2,560.00
9,963.91
39,855.63
(Scale)2
,560 x 144

In2/Acre
17.424
4.356
1.089
0.484
0.272
0.174
0.121
0.100
0.068
0.044
0.025
0.157
0.011
0.006
0.0016
0.0016
0.0004
0.0004
0.0001
0.000025
43,560 x 144
(Scale)2

Mlle2/In2
0.00009
0.00036
0.0014
0.0032
0.0057
0.0090
0.0129
0.0156
0.0230
0.0359
0.0625
0.0996
0.1435
0.2500
0.9730
1.0000
3.8922
4.0000
15.5686
62.2744
(ft/in)''
(5,280)
a/  To determine miles per inch, divide scale by 63,360.
!>/  Common aerial photograph scales.
£/  Common USGS quadrangle scales.
                                  424

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                               TAIIU  34
                       yOlUME-HEiCHr CONVERSIONS
1 lb/ft3
Lb/Ft3
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
= 0.0005 tonsj
Tons/Ft3
0.0500
0.0495
0.0490
0.0485
0,0480
0.0475
0.0470
0.0765
0.0460
0.0455
0.0450
0.0445
0.0440
0.0435
0.0430
0.0425
0.0420
0.0415
0.0410
0.0405
0.0400
0.0295
0.0290
0.0285
0.0260
0.0275
0.0270
0.0265
0.0260
0.0255
0.0250
0.0245
0.0240
0.0235
0.0230
0.0225
0.0220
0.0215
0.0210
0.0205
0.0200
'ft3;
Tpns/Acre-Ft
2,178.0
2,156.2
2,134.4
2,112.7
2,090.9
2,069.1
2,047.3
2,025.5
2,003.8
1,982.0
1,960.2
1,938.4
1,916.0
1,894.9
1,873.1
1,851.3
1,829.5
1,807.7
1,786.0
1,764.2
1,742.4
1,285.0
1,263.2
1,241.5
1,219:7
1,197.9
1,176.1
1,154.3
1,132.6
1,110.8
1,089.0
1,067.2
1,045.4
1,023.7
1,001.9
980.1
458.3
936.5
914.8
893.0
871.2
lb/ft
Lb/Ft3
79
78
77
76
75
74
73
72
71
70
69
68
67
66
65
64
63
62
61
60

39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
                                           Lb/ft3 x 21.78 =  tons/acre-ft

                                                  Tons/Ft3    Tons/Acre-?t
                                                   0.0395
                                                   0.0390
                                                   0.0385
                                                   0.0380
                                                   0.0375
                                                   0.0370
                                                   0.0365
                                                   0.0360
                                                   0.0355
                                                   0.0350
                                                   0.0345
                                                   0.0340
                                                   0.0335
                                                   0.0330
                                                   0.0325
                                                   0.0320
                                                   0.0315
                                                   0.0310
                                                   0.0305
                                                   0.0300
                                                    0.0195
                                                    0.0190
                                                    0.0185
                                                    0.0180
                                                    0.0175
                                                    0.0170
                                                    0.0165
                                                    0.0160
                                                    0.0155
                                                    0.0150
                                                    0.0145
                                                    0.0140
                                                    0.0135
                                                    0.0130
                                                    0.0125
                                                    0.0120
                                                    0.0115
                                                    0.0110
                                                    0.0105
                                                    0.0100
1,720.6
1,698.8
1,677.1
1,655.3
1,633.5
1,611.7
1,589.9
1,568.2
1,546.4
1,524.6
1,502.8
1,481.0
1,459.3
1,447.5
1,415.7
1,393.9
1,372.1
1,350.4
1,328.6
1,306.a
  849.4
  827.6
  805.9
  784.1
  762.3
  740.5
  718.7
  697.0
  675.2
  653.4
  631.6
  609.a
  588.0
  566.3
  544.5
  522.7
  500.9
  479.2
  457.4
  435.6
1 acre-ft * 43,560 ft3 - 1,613.33 y»rd»3.
1 day " 24 ht « 1,440 mln • 86,400 sec.
                                 425

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                               TABLE 35

               A CONVERSION OF INCHES TO TENTHS OF FEET

               1 in. = 0.08 ft         7 in. » 0.58 ft
               2 in. - 0.07 ft         8 in. - 0.67 ft
               3 in. - 0.25 ft         9 in. - 0.75 ft
               4 in. = 0.33 ft        10 in. - 0.83 ft
               5 in. * 0.42 ft        11 in. - 0.92 ft
               6 in. - 0.50 ft        12 in. - 1.00 ft


              Slope Conversions:  Grade, Degree, Percent

                               Degree
                  Grade         (°)          Percent

                   1/4:1        76
                   1/2:1        64
                   3/4:1        53.5
                     1:1        45             100
                 1-1/4:1        39              80
                 1-1/2:1        34              67
                 1-3/4:1        31              57
                     2:1        27              50
                 2-1/4:1        24.5            45
                 2-1/2:1        22              40
                 2-3/4:1        20              36
                     3:1        18.5            33
                 3-1/4:1        17              31
                 3-1/2:1        16              29
                 3-3/4:1        15              27
                     4:1        14              25
National Bureau of Standards, ASTM Metric Practice Guide, NBS Handbook 102,
  U.S. Government Printing Office, Washington, D.C. 20402, 46 pages (1967).
The Sillicocks-MLller Company, Conversion Factors:  Pamphlet (address:
  7 West Parker Avenue, Maplewood, New Jersey 07040).
Zimmerman, 0. T., and I. Lavine, Conversion factors and Tables:  Industrial
  Research Service, Inc., Dover, New Hampshire (1955).
                                  426

-------
P.  Definition of Terms Used in This Manual-

          AASHD classification (soil engineering):   The official classi-
fication of soil materials and soil aggregate mixtures for highway con-
struction used by the American Association of State Highway Officials.

          Aeration, soil;  The process by which air in the soil is re-
plenished by air from the atmosphere.  In a well-aerated soil the air
in the soil is similar in composition to the atmosphere above the soil.
Poorly aerated soils usually contain a much higher percentage of carbon
dioxide and a correspondingly lower percentage of oxygen.  The rate of
aeration depends largely on the volume and continuity of pores in the
soil.

          Agronomist;  A specialist in soil and crop sciences (as af-
fecting the establishment and maintenance of grasses, erosion control,
and soil management).

          Air porosity;  The proportion of the bulk volume of soil that
is filled with air at any given time or under a given condition, such as
a specified moisture condition.  Commonly considered to be the larger
pores; that is, those filled with air when the soil is at field capacity.
Sometimes called noncapillary pore space when determined as the bulk
volume of pores that are unable to hold water when subjected to a ten-
sion of 60 cm (23.63 in.) of water.

          Alkali soil:   (a) A soil with a high degree of alkalinity
(pH 8.5 or higher) or with a high exchangeable sodium content  (157. or
more of the exchange capacity) or both,   (b) A soil that contains suf-
ficient alkali  (sodium)  to interfere with the growth of most crop
plants (newer term is sodic soil).

          Amendment, soil;  An alteration of  the properties of a
soil, by the addition of substances  such as  fertilizers,  lime, gypsum,
and  sawdust to  the soil  for the purpose of making  it more  suitable for
the  production  of  plants.
 \J   "Erosion Control  on Highway Construction,"  National Cooperative  High-
      way Research Program,  Synthesis  of Highway Practice No.  18,  High-
      way Research Board,  Division of  Engineering,  National Research
      Council,  National Academy of Sciences—National Academy  of Engineer-
      ing, pp.  32-38  (1973).   "Glossary of Scientific Terms,"  Soil Sci-
      ence  Society of America, pp.  1-33, July  1973.
                                    427

-------
          Angle  of  repose;   The  angle  between the  horizontal and  the maxi-
mum slope that an unconsolidated soil  material ultimately assumes through
natural  processes.

          Annual plant:  A  plant that  completes its  life cycle and dies
in 1 year or  less.

          Apron;  A floor or lining  to protect a surface from erosion; for
example, the  pavement  below chutes,  spillways, culverts, or at the toes
of dams.

          Aspect (slope);   The direction  that a slope faces.

          Available nutrient;  That  portion of any element or compound
in the soil that can be  readily  absorbed  and  assimilated by growing
plants.

          Available water;   The  portion of water in  a soil that can be
readily absorbed by plant roots.  Considered by most  workers to be that
water held in the soil against a pressure of  up to approximately  15 bars.

          Available water-holding capacity  (soils);  The capacity to
store water available  for use by plants,  usually expressed in linear
depths of water  per unit depth of soil.   Commonly  defined as the  dif-
ference between  the percentage of soil  water  at field capacity and the
percentage at the wilting point.  This  difference  in percent multiplied  ,
by the bulk density and  divided  by 100  gives  a value in surface inches
of water per  inch depth  of  soil.                      ,

          Bedload;   The  sediment that moves by sliding, rolling,  or bound-
ing on or very near the  streambed; sediment moved  mainly by gravitational
forces, or both,  but at  velocities less than  the surrounding flow.

          Bedrock;   The  solid rock underlying soils  and the regolith.

          Berm:   A  raised and elongated area  of earth for erosion con-
trol  intended to  direct  the  flow of water.

          Borrow  pit;  The excavation resulting from the extraction of
borrow soil materials.

          Broadcast seeding;  Scattering seed on the surface of the soil.
Contrast with drill seeding, which places the seed in rows in the soil.
                                  428

-------
          Brush matting;  (a) A matting of branches placed on badly
eroded land to conserve moisture and reduce erosion while trees or other
vegetative cover are being established,  (b) A. matting of mesh wire and
brush used to retard streambank erosion.

          Bulk density, soil;  The mass of dry soil per unit bulk volume.
The bulk volume is determined before drying to constant weight at 105°C.

          Bunchgrass;  A grass that does not have rhizomes or stolons
and forms a bunch or tuft.

          Calcareous soil;  Soil containing sufficient free calcium car-
bonate or calcium-magnesium carbonate to effervesce visibly when treated
with cold 0.1 N hydrochloric acid.

          Capillary water;  The water held in the "capillary" or small
pores of a soil, usually with tension greater than 60 cm  (23.63 in.) of
water.  Much of this water is considered to be readily available to
plants.

          Cemented;  Indurated; having a hard, brittle consistency be-
cause the particles are held together by cementing substances such as
colloidal organic matter  (humus), calcium carbonate, or the oxides of
silicon, iron, and aluminum.  The hardness and brittleness persist even
when wet.

          Channel;  A natural drainagevay that conveys water or a ditch
excavated for that purpose.

          Check dam;  A small dam constructed in a gully  or other small
watercourse to decrease the streamflow velocity, minimize channel scour,
and promote deposition of sediment.

          Chiseling;  Breaking or loosening the soil, without inversion,
with a chisel cultivator or chisel plow.

          Clay  (soils);   (a) A mineral soil separate consisting of par-
ticles less than 0.002 mm in equivalent diameter,  (b) A  soil textural
class,   (c) (engineering) A fine-grained soil that has a  high plasticity
index in relation to the liquid limits.
                                   429

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          Claypan;  A dense, compact  layer in the subsoil having a much
higher clay content than the overlying material, from which it is sepa-
rated by a sharply defined boundary;  formed by downward movement of clay
or by synthesis of 4: lay in place during soil formation. Clay pans arc
usually hard when dry, and plastic and sticky when wet.  Also, they
usually impede the movement df water  and air, and the growth of plant
roots.

          Clearing;  The removal of vegetation, structures, or other ob-
jects as an item of highway construction.

          Climate;  The sum total of  all atmospheric or meteorological
influences, principally temperature, moisture, wind, pressure, and evapo-
ration, which combine to characterize a region and give it individuality
by influencing the nature of its land forms, soils, vegetation, and land
use.

          Clod;  A compact, coherent mass of soil ranging in size from
5 to 10 mm (0.2 to 0.4 in.) to as much as 200 to 250 mm (8 to 10 in.);
produced artifically, usually by the activity of man by plowing or digg-
ing, especially when these operations are performed on clay soils that
are either too wet or too dry for normal tillage operations.

          Clone;  A group of plants derived by asexual reproduction from
a single parent plant.  Such plants are, therefore, of the same genetic
constitution.

          Compaction;  Increasing soil bulk density and decreasing
porosity due to the application of mechanical forces to the soil.  Firm-
ing is a process of achieving a desirable degree of compaction.

          Companion crop:  Seeding of a short-life crop with the per-
manent species to aid in erosion control until the permanent species
are established.

          Conservation;  The protection, improvement, and wise use of
natural resources according to principles that will assure their highest
economic or social benefits.

          Contour;   The shape of a land surface as expressed by contour
lines.
                                  430

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          Contour ditch;   A ditch laid out approximately on the contour.

          Contour grading plan;   A drawing showing an arrangement of con-
tours intended to integrate construction and topography, improve appear-
ance, retard erosion, and improve drainage.

          Contour line;  (a) An imaginary line on the surface of the earth
connecting points of the same elevation,  (b) A line drawn on a map con-
necting points of the same elevation.

          Cool-season plant;  A plant that makes its major growth during
the cool portion of the year, primarily in the spring and fall, but in
some localities in the winter.

          Corridor;  A strip or band of land forming a passageway between
two or more points.  The width of a corridor may vary from several miles
in rural areas to a lesser width in urban areas.

          Creep;  Slow mass movement of soil and soil material down rela-
tively steep slopes primarily under the influence of gravity, but facili-
tated by saturation with water, strong winds, and by alternate freezing
and  thawing.

          Critical velocity;  The velocity at which a given  discharge
changes from tranquil  to rapid flow.

          Cut and fill;  A process of  earth moving by excavating part of
an area and using the  excavated material  for adjacent embankments or fill
areas.

          Dam;  A barrier  to prevent or restrict  the  flow of water.

          Debris;  A term applied  to the  loose material arising from the
disintegration of rocks  and vegetative material;  transportable by  streams,
ice, or floods.

          Debris dam;  A barrier built across a stream channel principally
to retain rock,  sand,  gravel,  silt,  or other material,  such as trash or
leaves.
                                   431

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           Debris guard:   A screen or grate at the intake of a channel,
 drainage,  or pump structure for the purpose of stopping debris.

           Decumbent;   Curved upward from horizontal position.

           Deposition;   The lying down of material because of reduction
 of carrying capacity.

           Desilting area;   An area of grass,  shrubs,  or other vegetation.
 used for inducing deposition of silt and other debris from flowing water.

           Diversion (channel);   (Same as interception ditch.)  A ditch
 constructed across the slope for the purpose  of intercepting surface
 runoff;  changing the accustomed course of all or part of a stream.

           Drainage;  The  removal of excess surface water or groundwater
 from land  by means of  surface or subsurface drains.

           Drill  seeding;   Planting seed with  a drill  in relatively nar-
 row rows,  generally less  than a foot apart.   Contrast with broadcast
 seeding.

           Drop-inlet spillway;   An overfall structure in which the water
 drops through a  vertical riser  connected to a discharge conduit.

           Dyop. structure  (drop);   A structure for  dropping water to a
 lower level  and  dissipating  its  surplus  energy;  a  fall.   A drop may be
vertical or  inclined.

           Ecology;  The branch of  science  concerned with thav relation-
ship of organisms  and  their  environment.

           ^cosystem;  A community  of  organisms  and the  surroundings in
which they live.

           Effective precipitation;   That portion of total  precipitation
that becomes available for plant growth.   It  does  not include precipita-
tion lost  to deep,percolation below the root  zone  or  to  surface runoff.
                                  432

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          Emergency spillway;  A point of discharge used to carry run-
off water which exceeds a given design flood resulting from rainfall.

          Environment:  The sum total of all the external conditions
that may act upon an organism or community to influence its development
or existence.

          Environmental design;  A design (of a highway) that includes
consideration of the impact of the facility on the community or region
based on aesthetic, ecological, cultural, sociological, economic, histori-
cal, conservation, and other factors.

          Erodible:  Susceptible to erosion.

          Erosion;  Detachment and movement of soil or rock by water,
wind, ice, or gravity.  The following terms are used to describe dif-
ferent types of water erosion.

               Accelerated erosion:  Erosion much more rapid than natural,
or geological, resulting from the influence of the activities of man or,
in some cases, of animals.

               Geologic or natural erosion;  Natural erosion caused by
geological processes acting over long geologic periods and resulting in
the wearing away of mountains, and the building up of flood plains or
coastal plains.

               Gully erosion;  The erosion process whereby water accumu-
lates in narrow channels and, over short periods, removes the soil from
this narrow area to considerable depths, ranging from 30 to 60 cm (1 to
2 ft) to as much as 170 to 254 cm (75 to 100 ft).

               Rill erosion;  An erosion process in which numerous small
channels of only several centimeters (inches) in depth are formed; occurs
mainly on recently cultivated soils.

               Sheet erosion;  The removal of a fairly uniform layer of
soil from the land surface by runoff water.

               Splash erosion;  The spattering of small soil particles
caused by the impact of raindrops on very wet soils.  The loosened and
spattered particles may or may not be subsequently removed by surface
runoff.
                                  433

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          Erosive:  Refers to wind or water having sufficient velocity
to cause erosion.  Not to be confused with erodible as a quality of soil.

          Exotic;  An organism that has been introduced from another
continent.

          Family, soil;  In soil classification one of the categories in-
termediate between the great soil group and the soil series.

          Fertility, soil:  The quality of a soil that enables it to pro-
vide nutrients in adequate amounts and in proper balance for the growth
of specified plants when other growth factors (such as light, moisture,
temperature, and the physical condition of the soil) are favorable.

          Fertilizer:  Any organic or inorganic material of natural or
synthetic origin which is added to a soil to supply certain elements es-
sential to the growth of plants.

          Fertilizer grade:  The guaranteed minimum analysis, in percent,
of the major plant nutrient elements contained in a fertilizer material
or in a mixed fertilizer.  A 20-10-5 fertilizer refers to the percentage
of N-P205-K20, respectively.

          Fertilizer requirement;  The quantity of certain plant nutrient
elements needed, in addition to the amount supplied by the soil, to in-
crease plant growth to a designated optimum.

          Flume;  An open conduit on a prepared grade, trestle, or bridge
for the purpose of carrying water across creeks, gullies, ravines, or
other obstructions.  Sometimes used in reference to calibrated devices
used to measure the flow of water in open conduits.

          Forb;  An herbaceous plant that is not a grass, sedge, or rush.

          Grade:  (a) The slope of a road, channel, or natural ground.
(b) The finished surface of a canal bed, roadbed, top of embankment, or
bottom of excavation; any surface prepared for the support of construc-
tion, like paving or laying a conduit,  (c) To finish the surface of a
canal bed,  roadbed, top of embankment, or bottom of excavation.
                                 434

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          Graded stream:  A stream in which, over a period of years, the
slope is delicately adjusted to provide, with available discharge and
with prevailing channel characteristics, just the velocity required for
transportation of the load (of sediment) supplied from the drainage basin.
The graded profile is a slope of transportation.  It is a phenomenon in
which the element of time has a restricted connotation.

          Gradient;  The rate of regular or graded ascent or descent.

          Grassed waterway:  A natural or constructed waterway, usually
broad and shallow, covered with erosion-resistant grasses, used to con-
duct surface water from cropland.

          Great soil group;  One of the categories in the system of soil
classification that has been used in the United States for many years.

          Ground cover;  Herbaceous vegetation and low-growing woody
plants that form an earth cover.

          Groundwater;  Phreatic water or subsurface water in the zone
of saturation.

          Growing season:  The time during which a plant is periodically
producing growth.  This period will vary depending on  the climate and is
usually specified in the contract.  It reflects climatic conditions and
normal growth periods for the area in which the work is to be accomplished.

          Grubbing:  The process of removing roots, stumps, and low-grow-
ing vegetation.

          Habitat:  The place where a given organism lives.

          Hardpan;  A hardened soil layer in the lower A or in the  B
horizon caused by cementation of soil particles with organic matter or
with materials such as  silica, sesquioxides, or calcium carbonate.  The
hardness does not change appreciably with changes in moisture content,
and pieces of the hard  layer do not slake in water.
                                   435

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           Haul  road:  A temporary road, generally unimproved, used to
 transport  material  to and  from highway construction, borrow pits, and
 waste areas.

           Heaving;  The  partial lifting of plants out of the ground, fre-
 quently breaking their  roots, as a result of freezing and thawing of the
 surface soil during the winter.

           Heavy soil:   (Obsolete in scientific use.)  A soil with a high
 content of the  fine separates, particularly clay, or one with a high
 drawbar pull and hence  difficult to cultivate.

           Herbaceous:   Vegetation that is nonwoody.

           Herbicides:   Chemicals used to control or eradicate vegetation.

           Humid:  A term applied to regions or climates where moisture,
 when distributed normally  throughout the year, should not be a limiting
 factor in  the production of most crops.  The lower limit of precipitation
 under cool climates may be as little as 51 cm (20 in.) annually. In hot
 climates it may be  as much as 152 cm (60 in.)-  Natural vegetation is
 generally  a forest.

           Humus;  That  more or less stable fraction of the soil organic
 matter remaining after  the major portion of added plant and animal resi-
 dues has decomposed, usually amorphous and dark-colored.

           Hydraulic grade  line;  In a closed conduit, a line Joining the
 elevations  to which water could stand in risers or vertical pipes con-
 nected to  the conduit at their lower end and open at their upper end.
 In open channel flow, the  free surface of the water.

           Hydraulic gradient;  The slope of the hydraulic grade line.
 The slope  of the free surface of water flowing in an open channel.

           Impeded drainage:  A condition which hinders the movement of
water through soils under the influence of gravity.

          Incorporate:   To mix foreign materials, such as pesticides,
 fertilizers, or plant residues, into the soil.

           Indicator plants:  Plants characteristic of specific soil or
 site conditions.
                                   436

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          Indigenous:   Produced, growing,  or living naturally in a partic-
ular region or environment.

          Infiltration:  The flow of a liquid Into a substance through
pores or other openings, connoting flow into a soil in contradistinction
to "percolation," which connotes flow through & porous substance.

          Inlet;  The upstream end of any structure through which water
may flow.

          Inoculation;  The process of adding cultures of symbiotic micro-
organisms to legume seed to enhance atmospheric nitrogen fixation.

          Interception channel  (diversion channel);  A channel excavated
at the top of earth cuts, at the foot of slopes, or at other critical
places to intercept surface flow; a catch drain.

          Interceptor drain:  A surface or subsurface drain, or a combina-
tion of both, designed and installed to intercept flowing water.

          Interdisciplinary approach:  An analysis method which  involves
the application of the training and knowledge of persons from many pro-
fessions in the assessment of potential impacts of highway projects on
the economy, society, and the natural environment.

          Internal soil drainage:  The downward movement of water through
the soil profile.  The rate of movement is determined by the texture,
structure, and other characteristics of the soil profile and underlying
layers and by the height of the water table, either permanent or perched.
Relative terms for expressing internal drainage are none, very  slow, slow,
medium, rapid, and very rapid.

          Invert;  The lowest part of the internal crosssection of a lined
channel or conduit.

          Landscape architect:  A person trained in the art and science
of arranging land and objects upon it for human use and enjoyment such as
reducing sedimentation.

          Landscape personnel;  Persons trained, engaged in, or associated
with roadside development.  The term as used by highway departments may
include agronomists, architects, and others.
                                  437

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          Landslide:   The  failure of a slope in which the movement of the
soil mass takes place  along interior surfaces of sliding.

          Leached soil:  A soil  from which most of the soluble materials
(CaC03» MgC03, and more soluble  materials) have been removed from the eu-»
tire profile or have been  removed from one part of the profile and have
accumulated in a lower part.

          Leaching;  The removal of materials in solution from the soil,

          Legume;  A member of the legume or pulse family, Leguminosae.
One of the most important  and widely distributed plant families.  The
fruit is a "legume1' or pod that  opens along two sutures when ripe.
Flowers are usually papilionaceous (butterflylike).  Leaves are alternate,
have stipules,and are  usually compound.  Includes many valuable food and
forage species, such as the peas, beans, peanuts, clovers, alfalfas,
sweet clovers, lespedezas, vetches, and kudzu.  Practically all legumes
are nitrogen-fixing plants.

          Loess;  Material deposited by wind and consisting of pre-
dominantly silt-sized  particles.

          Mottled zone;  A layer that is marked with spots or blotches
of different color or  shades of color.    The pattern of mottling and the
size, abundance, and color contrast of the mottles may vary considerably
and should be specified in soil description.

          Mottling;  Spots or blotches of different color or shades of
color interspersed with the dominant color.

          Median;  The portion of a divided highway separating the roads
for traffic in opposite directions.

          Mulch;  Natural or artificial material used to provide more
desirable moisture and temperature relationships for plant growth,  it
is also used to control unwanted vegetation.

          Native species;   A species that is a part of an area's original
fauna or flora.
                                  438

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          Outfall;  The point where water flows from a conduit,  stream,
or drain.

          Overfall;  An abrupt change in stream channel elevation; the
part of a dam or weir over which the water flows.

          Parent material (soils):  The unconsolidated, relatively un-
weathered mineral or organic matter from which the surface of soils have
developed.

          Particle-size analysis:  Determination of the amounts of dif-
ferent particle sizes in a soil sample, usually by sedimentation, sieving,
micrometry, or combinations of these methods.

          Fed;  A unit of soil structure such as an aggregate, crumb,
prism, block, or granule, formed by natural processes (in contrast with
a clod, which is formed artificially).

          Percolation, soil water;  The downward movement of water through
soil, especially the downward flow of water in saturated or nearly satu-
rated soil at hydraulic gradients of the order of 1.0 or less.

          Perennial plant:  A plant that normally lives for 3 or more
years.

          Permeability;  The capacity for transmitting a fluid.  It is
measured by the rate at which a fluid of standard viscosity can move
through material in a given interval of time under a given hydraulic
gradient.

          Permissible hydraulic velocity;  The highest velocity at which
water may be carried safely in a channel or other conduit.  The highest
velocity that can exist through a substantial length of a conduit and
not cause scouring of the channel.  Syn., safe or noneroding velocity.

          PH. soil;  A numerical measure of acidity or hydrogen ion ac-
tivity of a soil.  The neutral point is pH 7.0.  All pH values below 7.0
are acid and all above 7.0 are alkaline.  The negative logarithm of the
hydrogen-ion activity of a soil. The degree of acidity (or alkalinity)
of a soil as determined by means of a glass, quinhydrone, or other suit-
able electrode or indicator at a specified moisture.content or soil-water
ratio, and expressed in terms of the pH scale (see reaction, soil).
                                  439

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          Plant regeneration;  The development of volunteer vegetation
from seed or by other natural reproductive processes from plants exist-
ing nearby.

          Planting season; The period of the year when planting and/or
transplanting is considered advisable from the standpoint of successful
establishment.

          Pressure pan (traffic sole, plow pan, tillage pan, traffic p*n,
ploy sole, compacted layer);  An induced subsurface soil horizon or layer
having a higher bulk density and lower total porosity than the soil mate-
rial directly above and below, but similar in particle size analysis and
chemical properties.  The pan is usually found Just below the maximum depth
of normal plowing and frequently restricts root development and water
movement.

          Productivity, soil;  The capacity of a soil, in its normal en-
vironment, for producing a specified plant or sequence of plants under a
specified system of management.  The "specified" limitations arc neces-
sary since no soil can produce all crops with equal success nor can a
single system of management produce the same effect on all soils.
Productivity emphasizes the capacity of soil to produce crops and should
be expressed in terms of yields.

          Profile, soil;  A vertical section of the soil through all its
horizons and extending into the parent material.

          Pure live seed;  The product of the percentage of germination
plus the hard seed and the percentage of pure seed, divided by 100.

          Rainfall intensity;  The rate at which rain is falling at any
given instant, usually expressed in inches per hour.

          Reaction, soil;  The degree of acidity or alkalinity of a soil,
usually expressed as a pH value.  Descriptive terms commonly associated
with certain ranges in pH are:  extremely acid, less than 4.5; very
strongly acid, 4.5 to 5.0; strongly acid, 5.1 to 5.5; moderately acid,
5.6 to 6.0; slightly acid, 6.1 to 6.5; neutral, 6.6 to 7.3; slightly
alkaline, 7.4 to 7.8; moderately alkaline, 7.9 to 8.4; strongly alkaline,
8.5 to 9.0; and very strongly alkaline, greater than 9.1 (see pH, soil).
                                  440

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          Rejgolith:   the unconsolidated mantle of weathered rock and
soil material on the earth's surface; loose earth materials above solid
rock.  (Approximately equivalent to the term "soil" as used by many
engineers and geologists).

          Revetment;  A facing of stone or other material* either perma-
nent or temporary* placed along the edge of a stream to stabilize the
bank and protect it from the erosive action of the stream.

          Riprap;  Broken rock, cobbles, or boulders placed on earth
surfaces, such as the face of a dam or the bank of a stream, for protec-
tion against £he action of water (waves); also applied to brush or pole
mattresses, or brush and stone, or other similar materials lived for soil
erosion control.

          Roptbed;  The soil depth modified by tillage or amendments In
which plant roots are or will be growing.

          Bounding, slope;  The modeling or contouring of roadside slopes
to provide a curvilinear transition between several planes; e.g., tops,
bottoms, and ends of cuts and fills.                          ;

          Runoff;  That portion of the precipitation on a drainage area
that is discharged from the area in stream channels.  Types Include sur-
face runoff, groundwater runoff, or seepage.

          Saline soil;   (a) A nonalkali soil containing sufficient soluble
salts to impair^ its productivity but not containing excessive exchange-
able sodium,  ilhia name was formerly applied to  any soil  containing suf-
ficient, soluble .salts to interfere with plant growth, commonly  greater
than $,000 ppnu,   (b) A nonsodic soil containing  sufficient  soluble salt
to impair its productivity.  The electrical conductivity  of the satura-
tion extract is greater  than 2 mohms/cm at 25°C.

          Saltation;  Particle movement in water or wind  where  particles
skid or bounce  along  the  streambed or  soil surface.

          Scalping;   Removal of sod  or other vegetation in  sftots or strips.

          Scarify;   To abrade, scratch, or modify the surface!;-.for example,
to scratch the  impervious seed coat  of hard seed, or  to break the sur-
face of  the  soil with a  narrow-bladed  implement.
                                   441

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           Scour;   The wearing away of terrace or diversion channels or
 streambeds.

           Sediment:   Solid material,  both mineral and organic,  that is
 in suspension,  is being transported,  or has been moved from its site of
 origin by  air,  water,  gravity,  or ice.

           Sediment load;   The quantity  of sediment,  measured in dry
 weight or  by volume,  transported through a stream crosssection  in a given
 time.   Sediment load  consists of both suspended load and bedload.

           Sediment pool;   The reservoir space allotted to the accumula-.
 tion of submerged sediment during the life of the structure.

           Sedimentation;   The geologic  process which includes erosion,
 transportation, and deposition of solid particles by wind or water.

           Seed purity;   The percentage  of the desired species of seeds
 in relation  to  the total quantity,  including other species, weed seeds,
 and foreign  matter.

           Seedbed:  The  soil  prepared by natural or  artificial  means to
 promote the  germination  of seeds  and  the growth of seedlings.

           Seepage;  Water  escaping  through or emerging from the ground
 along an extensive line or surface  as contrasted with a spring  where the
 water ententes from a  localized  soot.
a^v*«^ ^** ««*w«*«o<*> v ** *..*.»•%» w& w
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          Settling basin;   An enlargement in the  channel of a stream or
a damned area to permit the settling of debris  carried in suspension.

          Sheet erosion;   The removal of a fairly uniform layer of soil
from the land surface by runoff water.

          Sheet flow;  Water, usually storm runoff,  flowing in a thin
layer over the ground surface.  Syn., overland flow.

          Side slope;  The slope of the sides of a canal, dam, or em-
bankment.  It is customary to name the horizontal distance first, as
1.5:1 or, frequently, 1-1/2:1, meaning a horizontal distance of 1.5 ft
to 1 ft vertical.

          Site;  (a) In ecology, an area described or defined by its bi-
otic, climatic, and soil conditions as related to its capacity to produce
vegetation,  (b) An area sufficiently uniform in biotic, climatic, and
soil conditions to produce a particular climax vegetation.

          Slope;  The degree of deviation of a surface from the horizontal,
usually expressed in a ratio, percent, or degrees.

          Slope characteristics;  Slopes may be characterized as concave
(decrease in steepness in lower portion), uniform, or convex  (increase
in steepness at base).  Erosion is strongly affected by  shape, ranked in
order of increasing credibility from concave to uniform  to convex.

          Slope drains;  Permanent or  temporary devices  that are used to
carry water down cut or embankment slopes.  May be pipe, half sections,
paved,  or have special plastic  lining.

          Sod;  A closely knit ground cover growth, primarily of grasses.

          Sod grasses;  Stoloniferous  or  rhizomatous grasses  that  form a
sod or  turf.

          Soil conditioner;   Any chemical material added to a soil sur-
face for the purpose of improving its  physical condition.

          Soil conservation;  Protection of  the  soil against  physical
loss by erosion or against chemical deterioration; that is,  excessive
loss of fertility by either  natural or artificial means.
                                   443

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           Soil  horizon;  A layer of  soil or soil material approximately
parallel  to  the land  surface  and differing from adjacent genetically
related layers  in physical, chemical, and biological properties or char-
acteristics,  such as  color, structure,  texture, consistency, kinds and
numbers of organisms  present, and degree of acidity or alkalinity.

           Soil  map;   A map showing the  distribution of soil napping units
in  relation  to  the prominent  physical and cultural features of the earth's
surface.

           Soil  management;  The combination of all tillage operations,
cropping  practices, fertilizer, lime, and other treatments applied to
the soil  for  the production of plants.

           Soil  organic matter;  The  organic fraction of the soil that
includes  plant  and animal  residues at various stages of decomposition,
cells and tissues of  soil  organisms, and substances synthesized by the
soil population.  Commonly determined as the amount of organic carbon
contained in  a  soil sample passed through a 2-mm sieve.

           Soil  series;  The basic unit  of soil classification being a
subdivision of  a family and consisting  of soils which are essentially
alike in  all  major profile characteristics except the texture of the A
horizon.

           Soil  structure;  The combination or arrangement of primary soil
particles  into  secondary particles, units, or peds.

           Soil  survey;  A  general term  for the systematic examination of
soils in  the  field and in  laboratories; their description and classifica-
tion; the mapping of kinds of soil; the interpretation of soils accord-
ing to their  adaptability  for various crops,  grasses, and trees; their
behavior under use or treatment for plant production or for other pur-
poses .

           Soil texture;  Soil textural class names of soils are based
upon the relative percentages of sand, silt,  and clay (see Figure 79).

          Spoilbank (waste);  A pile of soil,  subsoil, rock, or other
material excavated from a drainage ditch,  pond,  or other cut.

          Sprigging;   The planting of a portion of the stem and/or root
of grass.
                                  444

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                        iwft ClAT |t •!»>•»)
                           I*
                        y/YY)
                        I  \ I WIT LOAM \ /
                        '  \ / \ i  \ i  \ 	
Figure 79 - Graph Showing the Percentages  of Sand, Silt,
          and Clay in the Soil Textural Classes
                          445

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          Stilling basin;  An open structure or excavation at the foot
of an overfall, chute, drop, or spillway to reduce the energy of the de-
scending stream.

          Subsoil;  The stratum of material beneath the surface soil.

          Surface soil;  the uppermost part of the soil, ordinarily
moved in tillage, or its equivalent in uncultivated soils, ranging in
depth from about 13 to 20 cm (5 to 8 in.).  Frequently designated as the
plow layer, the Ap layer, or the Ap horizon.

          Terrace (agriculture);  An embankment or combination of an em-
bankment and channel constructed across a slope to control erosion by
diverting runoff instead of permitting it to flow uninterrupted down the
slope.

          Tillage;  The mechanical manipulation of soil for any purpose;
but in agriculture it is usually restricted to the modifying of soil
conditions for crop production.

          Tillage equipment (tools):  Field tools and machinery which are
designed to lift, invert, stir, or pack soil, reduce size of clods and
uproot weeds; i.e., plows, harrows, disks, and cultivators.

          Tilth;  The physical condition of soil as related to its ease
of tillage, fitness as a seedbed, and its impedance to seedling emergence
and root penetration.

          Toe (engineering);  The lower edge or edges of a slope.

          Tolerant;  Capable of growth and survival under competitive
growing conditions.

          Topography (lay-of-the-land);  The configuration of the earth's
surface, including the shape and position of its natural and man-made
features.

          Tbpsoil;   The upper layer of soil containing organic matter
and usually suited for plant survival and growth.   On a construction
site the topsoil is commonly saved for topsoiling.

          Transpiration;   The process by which water vapor is released
to the atmosphere by the foliage or other parts of a living plant.
                                 446

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          Trap efficiency:  A measurement of the effectiveness of a
basin to trap sediment.

          Underground (underflow) runoff (seepage);   Water flowing toward
or into stream channels from adjacent ground.

          Urbanized area;  An area identified by the U.S. Bureau of the
Census as having a population over 50,000 or by the Office of Manage-
ment and Budget as'a standard metropolitan statistical area.  Small urban
areas are those areas which have a population of 5,000 to 50,000.

          Vegetation;  Plant life collectively.

          Warm-season plant;  A plant that completes most of its growth
during the warm portion of the year, generally late spring and summer.

          Watte (construction);  Excess earth, rock, vegetation, or
other materials resulting from highway construction.

          Water control  (soil and water conservation);  The physical con-
trol of water by such measures as conservation practices on the  land,
channel improvements, and installation of structures for water retarda-
tion.

          Water table;   The upper surface of groundwater or that level
below which the soil is  saturated with water.

          Water table, perched;  The water  table of a saturated  layer of
soil which is separated  from an underlying  saturated layer by an unsatur-
ated layer.

          Watershed area (catchment);  All  areas within  the confines of
a drainage divide.

          Weathering;  All physical, chemical, and biological changes
produced in rocks, at  or near  the earth's surface.
                                  447

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 Q.  General References

 Alban, E. K., and K. W. Reisch, "A Study of Roadside Maintenance and Land-
   scape Plant Development," Ohio State University, Department of Horti-
   culture, Research Project 285, Ohio-DOT-13-173, 65 pages, June 1973.

 Aldon, E. F., "Revegetating Disturbed Areas in the Semiarld Southwest,"
   Journal of Soil and Water Conservation,  pp.  223-225,  September-October
   1973.

 Anderson, H. W.,  "Sediment Deposition in Reservoirs Associated with  Rural
   Roads,  Forest Fires, and Catchment Atributes," Proceedings of  the  Inter-
   national Symposium on Effects of Man on  Erosion and Sedimentation.  Inter-
   national Association of Hydrology Science,  pp. 88-95  (1974).

 Austin, M. E.,  "Land Resource Regions and  Major Land Resource Areas  of
   the U.S. (exclusive of Alaska and Hawaii),"  USDA, Soil Conservation
   Service, Agriculture Handbook 296, 82 pages  (1965).

 Beard, J. B., J.  A.  Fischer,  J. E.  Kaufmann, and D. P. Martin, "Improved
   Establishment and  Maintenance of  Roadside Vegetation In Michigan,"
   Michigan State  University,  66 pages (1971).

 Becker, B.  C.,  and T.  R.  Mills, "Guidelines for Erosion and Sediment
   Control Planning and Implementation," Project 15030 PMZ,  EPA-R2-72-
   015, Hittman  Associates,  Inc., and U.S. Environmental Protection Agency,
   228  pages, August  1972.

 Bieber, G.  L.,  C. Y. Ward,  and  S. D.  Atwell, "Establishment of Vegetation,"
   Volume  1—Agronomy,  Mississippi State University, Mississippi Highway
   Department and  U.S.  Department of Transporation—Federal  Highway Admin-
   istration,  145  pages (1968).

 Blaser, R.  E.,  "Effects of  Deicing  Salts on Water Quality and  Biota,"
  Virginia  Polytechnic Institute, Project  16-1,  Report No.  91.

 Butler, B.  J.,  "Equipment and Techniques for Roadside Spraying," Illinois
   Cooperative Highway  Research  Program Series No. 67, Project  1HR-58,
   University of Illinois, State of  Illinois Division of Highways, and
  U.S. Department of Commerce,  Bureau of Public  Roads, 36 pages (1967).

Carpenter, P. L.,  "Herbicide Studies  in Landscape Plantings,"  Purdue
  University and Indiana Highway Commission, No. 5,  13 pages  (1972).
                                   448

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Chan, F. J., R. W. Harris, A. T. Leiser, J. L. Paul, and R. E.  Fissell,
  "Direct Seeding of Woody Landscape Plants," Research Project  HPR-PR-1(6)
  F0502, RTA 13945-13069 UCD, State of California Transportation Agency,
  Department of Public Works, Division of Highways, University  of California
  in cooperation with the U.S. Department of Transporation, Federal High-
  way Administration, 81 pages (1971).

Clyde, C. 6., E. C. Israelson, and P. E. Packer, "Erosion Control on High-
  way Construction," Utah State University, Project 16-3, Fiscal Year 1973.

"Comparative Costs of Erosion and Sediment Control-Construction Activities,"
  EPA-430/9-73-016, U.S. Environmental Protection Agency (Robert E. Thronson,
  Project Officer), 205 pages, July 1973.

"Construction Guidelines for Temporary Erosion Controls," State of New York,
  Department of Transportation, Albany, 24 pages, April 1974.

Creech, J., Director, U.S. National Arboretum, 24 and R. Streets, N.E.,
  Washington, D.C. 20002.

Donahue, R. L., J. C. Shickluna, and L. S. Robertson, Soils;  An Introduc-
  tion to Soils and Plant Growth. Prentice-Hall, Inc., 587 pages (1971).

Dunkley, C. L., "Suggestions for Temporary Erosion and Siltation Control
  Measures," sponsored by U.S. Department of Transporation, Federal High-
  way Administration, 40 pages, February 1973.

"Economic Analysis of Erosion and Sediment Control Methods for Watersheds
  Undergoing Urbanization," Project No. C-1677, Contract No. 14-31-0001-
  3392, Dow Chemical Company, Midland, Michigan, 181 pages (1972).

"Environmental Do's and Don'ts on Construction Sites," USDA, Soil Con-
  servation Service, Miscellaneous Publication No. 1291, 32 pages  (1974).

Environmental Guidebook for Construction. Bureau of  Reclamation, U.S.
  Department of the Interior, in press  (1974).

"Environmental Protection and Pollution Research Groups  Related  to Horti-
  culture in the  United States and Canada," American Society for Horticul-
  tural  Sciences,  Box  109, St. Joseph, Michigan 49085, 66  pages  (1973).

"Erosion Control  on Highway Construction," National Cooperative Highway
  Research Program Synthesis of Highway Practice 18, Highway Research
  Board, Division of Engineering, National Academy of Sciences-National
  Academy of Engineering, 52 pages (1973).
                                   449

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 "Erosion and  Sediment Control on Urban and Construction Sites—An Annotated
   Bibliography," American Society of Agricultural  Engineers,  13  pages
   (1972).

 Feyexhexm, A. M.,  L.  D.  Bark, and W. G.  Burrows, "Probabilities  of
   Sequences of Vet and Dry Days in Alaska," North  Central  Regional  Re-
   search Publication  No.  161 and Kansas  State University Technical  Bul-
   letin 139C, 55 pages (undated).

 Field,  R., E. J. Struzeski,  Jr., H.  E. Masters, and A.  N.  Tafuri, "Water
   Pollution and  Associated Effects from  Street Salting," EPA-R2-73-257,
   48  pages, May  1973.

 "Field  Manual of Soil  Engineering,"  5th  ed.,  Michigan Department of State
   Highways, Report No. 1583,  474 pages (1970).

 Franks,  K. N., "Establishment and Maintenance of Roadside  Plantings and
   Turf," Research  Report  360,  Department of Highways, Commonwealth of
   Kentucky in cooperation with the U.S.  Department of Transporation,
   Federal Highway  Administration,  151  pages (1973).

 Gallup,  R. M., "Roadside  Slope Re vegetation"  (Past and  Current Practice
   on  the National  Forests), Equipment  Development and Test Report 7700-8
   USDA  Forest Service, Equipment Development  Center, San Dimas, California
   37 pages, June 1974.

 "Glossary of Geology and  Related Science,"  2nd ed., American Geological
   Institute, Washington,  D.C.,  397 pages (1960).

 The Goal. Objectives and  Principles  of Erosion and Sediment Control Work-
   book,"  Hittman Associates,  Inc., Columbia,  Maryland,  reprinted by the
   Michigan Water Resources Commission  for Further Implementation of Act
   347 P.A. of 1972, published  in 1973.

 Goss, R.  L., R. M. Blanchard, and W. R. Melton, "The Establishment of
  Vegetation on Nontopsoiled Highway Slopes in Washington," Washington
   State University, Washington  State Highway Commission, and U.S. De-
  partment of Transportation, Federal Highway Administration, 29 pages
   (1970).

Grant, K. E.,  "Guidelines for Minimizing Soil Erosion and Water and Air
  Pollution During Construction," Engineering Memorandum-66 (Rev. 1),
  USDA Soil Conservation Service, Washington, D.C., 21 June 1973.
                                  450

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"Grass Varieties in the U.S.," by A.  A.  Hanson,  USDA Agriculture Hand-
  book No. 170, 124 pages (1972).

Gray's Manual of Botany. 8th ed., American Book  Company,  1632 pages (1950).

Green, J. T., Jr., R. E. Blaser,  and  H.  D. Perry,  "Establishing Persistent
  Vegetation on Cuts and Fills Along  West Virginia Highways," Project No.
  26, Phase II, Virginia Polytechnic  Institute and State  University,  West
  Virginia Department of Highways, and U.S. Department of Transporation,
  Federal Highway Administration, 92  pages (1973).

"Guidelines for Erosion and Sediment  Control Planning  and Implementation,"
  Department of Water Resources,  State of Maryland and Hittman Associates,
  Inc., U.S. Environmental Protection Agency, EPA-R2-72-015, 228  pages,
  August 1972.

Guy, H. P., and E. Jones, Jr., "Urban Sedimentation -  In Perspective,"
  Journal of the Hydraulics Division, Proceedings of the American Society
  of Civil Engineers. HY 12, pp.  2099-2016, December 1972.

Hanson, A. A., and F. V. Juska, editors, "Turfgrass Science," American
  Society of Agronomy. 715 pages (1969).

Haynes, J. N. J. H. Tinga, and F. B.  Perry, Jr., "A Systematic Cataloging
  and Evaluation of Plant Materials  for Highway Use in Georgia," Research
  Project 6606, University of Georgia, State Highway Department of Georgia,
  and U.S. Department of Transportation, Federal Highway Administration,
  281 pages  (1972).

Helmick, 0. L., "Grass in Right on Rights-of-Wav." Soil Conservation.
  39(5):6-7, December 1973.

Hodder, R. L., "Revegetation Methods and Criteria  for Bare Areas Following
  Highway Construction," Montana State University, Montana Highway Com-
  mission, U.S. Department of Transportation, Federal Highway Administration,
  97 pages (1970).

Huffine, W. W., and L. W. Reed,  "Continued Evaluation of  Roadside Develop-
  ment  and Erosion Control Experiments," Farts I,  II, and III, No. Oklahoma
  HPR-l(S),  Research Project No. 68-07-3, Oklahoma State  University, Oklahoma
  Department of Highways, and U.S. Department of Transportation, Federal
  Highway Administration, 74 pages (undated).
                                  451

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Huffine, W. W.,  L. W.  Reed,  and  G. W.  Roach,  "Roadside Development and
   Erosion  Control,"  Oklahoma Project  63-03-3,  Oklahoma State University,
   Oklahoma Department  of Highways, and the  U.S. Department of Transporta-
   tion, Federal  Highway Administration,  20  pages  (undated).

Hamilton,  D.  F., R.  E.  McNiel, and P.  L.  Carpenter,  "Establishing Roadside
   Slopes by Direct Seeding with  Legumes  and Woody Ornamentals and by Seed-
   lings of Ornamental  Plants," Project No.  C-36-48C, No.  11, Purdue Uni-
   versity, Indiana State Highway Commission,  and  the U.S. Department of
   Transportation, Federal Highway Administration, 28 pages (1972).

Hamilton,  D.  F., R.  E.  McNiel, and P.  L.  Carpenter, "Root Cuttings for
   Roadside Slope Stabilization," Purdue University, Indiana State Highway
   Commission, and U.S.  Department of Transportation, Federal Highway
   Administration, No.  9, 25  pages (1972).

"Implementation  Package for  Roadside Vegetation Study," Mississippi State
   Highway  Department,  Research and Development Division in cooperation
   with Federal Highway  Administration, U.S. Department of Transportation,
   35 pages, October  1973.

Jamison, V. C.,  "Resistance  to Wetting in the  Surface of Sandy Soils Under
   Citrus Trees in Central Florida," Soil  Science  Society of America Pro-
   ceedings. 11:103-109.

Jagschitz, J. A., and R. S.  Bell, "American Beachgrass:  Establishment,
   Fertilization, Seeding," University of  Rhode Island, Bulletin 383,
   43 pages (1966).

Jagschitz, J. A., and R. S.  Bell, "Restoration and Retention of Coastal
   Dunes with Fences and Vegetation," University of Rhode Island, Bulletin
   382, 43 pages  (1966).

Johnson, A. E.,  et al., "Development of Ground Covers for Highway Slopes,"
   Investigation No. 615, Technical Bulletin 282, University of Minnesota,
   55 pages (1971).

KUchler, A. W., "Potential Natural Vegetation of the Conterminous United
   States," Map on scale of 1:3,  168,000, Special Publication No. 36,  U.S.
  Geological Survey (1961).
                                  452

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"Methods for Identifying and Evaluating the Nature and Extent of Nonpoint
  Sources of Pollutants, Agriculture/Silviculture/Mining/Construction,"
  U.S. Environmental Protection Agency, 259 pages (1973).

Mitchell, E., "Soils That are Hard to Wet Can be Chemically Treated,"
  In:  Farm Supplier, pp. 34-38, January 1972.

Mitchell, W. W., Head Agronomist, Agriculture Experimental Station, Uni-
  versity of Alaska, Box AE, Palmer, Alaska 99645.

Morre, D. J., and D. A. Werderitsch, "Chemical Weed Control," Joint High-
  way Research Project, Purdue University and Indiana State Highway Com-
  mission, No. 24, 102 pages (1972).

Murphy, L. M., L. E. Foote, and R. B. Doerr, "Landscape Planting Species
  Survival," Investigation No. 628, Minnesota Department of Highways,
  Department of Transportation, Federal Highway Administration, and
  Minnesota Local Road Research Board, 69 pages (1971).

McCully, W. G., and J. L. Stubbendieck, "Establishment and Management of
  Roadside Vegetation, 1971," Research Report 142-3, Research Study 2-18-
  69-142, Texas Highway Department in cooperation with the U.S. Department
  of Transportation, Federal Highway Administration, Texas Transportation
  Institute, Texas A&M University, 12 pages (1972).

McCully, W. G., W. J. Bowmer, and J. L. Stubbendieck, "Problems in Estab-
  lishing or Maintaining Vegetation on Roadsides," Research Report 142-1,
  Research Project 2-18-69-142, Texas Highway Department in cooperation
  with the U.S. Department of Transportation, Federal Highway Administra-
  tion, 18 pages (1970).

McGowan, J. M. B., R. C. Lammasson, and S. S. Salac, "Collection, Propagation,
  Culture and Evaluation of Plant Materials," Nebraska Research Study 64-2,
  Interim Report HPR-l(lO), University of Nebraska, Nebraska Department of
  Roads, and U.S. Department of Transportation, Federal Highway Administra-
  tion, 61 pages (1973).

McKenzie, L. J., and H. Kemmerer, "Illinois Soil Groups Adapted to Short-
  Growing Woody and Herbaceous Plants Used in Roadside Stabilization and
  Beautification," Series No. 55, Department of Horticulture, University
  of Illinois, State of Illinois, Division of Highways, U.S. Department
  of Commerce, Bureau of Public Roads  (1966).
                                   453

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 "Methods  for  Identifying and  Evaluating  the Nature and Extent of Nonpoint
   Sources of  Pollutants," U.S.  Environmental  Protection Agency, Office of
   Air and Water  Programs, RPA 430/9-73-014, 261 pages, October 1973.

 "National Atlas  of  the United States," Geological Survey, U.S. Department
   of the  Interior, Washington,  D.C. 20240, 417 pages  (1970).

 "Natural  Vegetation of Oregon and Washington," U.S. Superintendent of Docu-
   ments,  Government Printing  Office, 417 pages (1973).

 Osborn, J. F., J. Letey, and  N. Valoris, "Surfactant Longevity and Wetting
   Characteristics," In:  California Turfgrass Culture. 19.C3) : 17-18, July
   1969.

 Packer, P. E., and 6. F. Christensen, "Guides for Controlling Sediment
   from Secondary Logging Roads," Forest Service, USDA, 41 pages (1964).

 Peck, R.  B., W. E. Hanson, and T. H. Thornburn, Foundation Engineering.
   John Wiley and Sons, 514 pages (1974).

 Perkins, A. T., Department of Agronomy, Pennsylvania State University,
   University Park, Pennsylvania.

 "A Pine for Hot Sandhills," In:  Forest Farmer, p. 12, June 1974.

 "Processes, Procedures, and Methods to Control Pollution Resulting from
  All Construction Activities," U.S. Environmental Protection Agency,
  Office of Air and Water Programs, EPA 430/9-73-007, 234 pages, October
   1973.

 "Processes, Procedures, and Methods to Control Pollution Resulting from
   Silvicultural Activities,"  U.S. Environmental Protection Agency, 91
  pages (1973).

"Professional Workers in State Agricultural Experiment Stations and Other
  Cooperating State Institutions, 1972-1973," Agriculture Handbook No.
   305,  Cooperative State Research Service, USDA,  Washington, D.C. 20250,
  204 pages,  December 1972.

Rosenthal, R. N., "Vegetative Cover for Highway Rights-of-Way," Washington
  State Highway Commission in cooperation with the Federal Highway Adminis-
  tration, 49 pages (1973).
                                  454

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"Seeding for Erosion Control on Newly Shaped Slopes," USDA Soil Conserva-
  tion Service, M-2430-225, Portland, Oregon, 3 pages (1969).

"Seeding for Erosion Control on Slopes," USDA Soil Conservation Service,
  M-2430-233, Portland, Oregon, 2 pages (1970).

Seymour, E. L. D., ed., The Wise Garden Encyclopedia. Grosset and Dunlap,
  1380  pages (1970).

Shickluna, J. C., "Sampling Soils," Michigan State University Extension
  Bulletin E-498, 4 pages  (1973).

Sindelar, B. W., "Dryland  Sodding with Native Grasses for Permanent Ero-
  sion Control," Research  Report 43, Montana State University, Montana
  Department of Highways, and U.S. Department of Transportation, Federal
  Highway Administration,  22 pages (1973).

"Soil Erosion by Water:  Some Measures for its Control on Cultivated
  Lands," Food and Agriculture, Organization of the United Nations,
  284 pages  (1965).

"Soil Series of the United States, Puerto Rico, and  the Virgin Islands:
  Their Taxonotnic Classification," 361 pages  (1972).

"Soil Taxonomy," Soil  Survey Staff,  Soil Conservation Service, U.S. Depart-
  ment of Agriculture, Preliminary, Abridged edition, 330 pages, October
  1973.  Note:  Interim publication  for in-service use, GPA 470-728 2357-72.

"Soil Taxonomy in the  United States," This will be published by  the Gov-
  ernment Printing Office  in 8 to 12 months.

"Soils of the Western  United States," Regional publication published at
  Washington State University,  69 pages  (1964).

"Soil Testing and Plant Analysis," by L. M. Walsh, and J. D.  Beaton, Soil
  Science Society of America,  491 pages  (1973).

"Sources of  Native  Seeds and Plants," Soil Conservation Society  of America,
  7515 N.E.  Ankeny  Road, Ankeny, Iowa 50021,  9 pages, May  1971.

"Standards and  Specifications  for Soil Erosion and Sediment  Control  in
  Urbanizing Areas," Department of Water Resources,  State  of Maryland
  and Soil Conservation  Service, College Park, Maryland  (1969).
                                   455

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 Stark, N., "Review of Highway Planting Information Appropriate to Nevada,"
   Desert Research Institute, University of Nevada, Reno, Nevada, in co-
   operation with the Nevada State Highway Department, College of Agricul-
   ture, Bulletin B-7, 209 pages (1966).

 Surfactants.  A list of companies, with addresses, that sell surfactants
   is on page E80 of 1974 Farm Chemicals Handbook, Meister Publishing
   Company, 37841 Euclid Avenue, Willoughby, Ohio 44094.

 Tennille, A. W., and A. J.  Langlois, "Selection of Woody Plants to be
   Used for Highway Landscaping and Erosion Control," Highway Research
   Project 22, Arkansas State University, Arkansas State Highway Depart-
   ment and U.S.  Department  of Transportation, Federal Highway Admini-
   stration, 43 pages and appendix (1971).

 Thompson, L. M. , and F. R.  Troeh,  Soils and Soil Fertility, McGraw-Hill
   Book Company,  495 pages (1973).

 "Two-Thirds of Our Land:  A National Inventory," Soil Conservation Ser-
   vice, USDA, Washington, D.C.,  Program Aid No.  984, 19 pages (1971).

 Waddington, D. V., Department of Agronomy, Pennsylvania State University,
   University Park,  Pennsylvania 61801.

 Walsh,  L.  M., and J.  D.  Beaton,  editors,  "Soil Testing and Plant Analy-
   sis," Soil Science  Society of America,  491 pages (1973).

 Ward,  C.  Y.,  Department of  Agronomy,  Mississippi State University,  State
   College,  Mississippi  39723.

 "Water-Repellant Soils,"  Proceedings  held at the University of California
   at Riverside,  354 pages,  6-10  May  1968  (published 1969).

 "Watershed  Tillage  -  7412,"  U.S. Department of the Interior,  Bureau of
   Land  Management,  Manual Transmittal Sheet,  7 November 1968.

 "Wetting Agents  for Erosion  Control on  Burned Watersheds,"  by N.  Valoris,
   J. F.  Osborn,  and  J. Letey, California Agriculture,  pp.  12-13, May
   1974.

Whitaker, S.  E., "Establishment of Woody  Plants  on Roadsides  (South-
  eastern Kentucky)," Research Report 304,  Department of Highways,
  Commonwealth of Kentucky in cooperation with the U.S. Department  of
  Transportation, Federal Highway Administration,  27 pages  and  appendix
   (1971).
                                  456

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White, D. B., and I. B. Bailey, "Vegetation Maintenance Practices, Pro-
  grams and Equipment on Minnesota Highways," Investigation No. 619,
  University of Minnesota, Minnesota Department of Highways, U.S. Depart-
  ment of Transportation, and Minnesota Local Road Research Board, 69
  pages (1969).

White, D. P., and G. Schneider, "Soilless Container System Developed for
  Growing Conifer Seedlings," Tree Planters' Notes. 23(1):1-5, February
  1972.

"Wildland Soils, Vegetation, and Activities Affecting Water Quality,"
  California Department of Conservation, Division of Forestry, paged
  by sections totaling  1004,  August 1972.

Winkelaar, P., "Forest Road Location and Erosion Control on Northern
  New Hampshire Soils," Extension Publication No. 2, Cooperative  Exten-
  sion Service, University of New Hampshire, Durham, New Hampshire, in
  cooperation with White Mountain National Forest, USDA Forest Service,
  18 pages, August  1971.

Winkworth, R., 1974 President of the National Association of  State
  Foresters,  Raleigh,  North Carolina.

Woodruff, J.  M., and R. E. Blaser, "Stabilizing Disturbed Areas  During
  Highway Construction for Pollution Control,"  HPR Code 0754,  Virginia
  Polytechnic Institute and State University, Virginia Department of
  Highways, U.S. Department of  Transportation,  Federal Highway Administra-
  tion, 86 pages (1971).
                *
Wyant, D.C., W. C.  Sherwood, and H. N. Walker,  "Erosion Prevention  During
  Highway Construction by the  Use of Sprayed-on Chemicals,"  Virginia  High-
  way  Research Council, Virginia Department  of  Highways,  University of
  Virginia, and U.S. Department of Transportation, Federal  Highway  Admini-
  stration.
                                   457

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                     VI.   ADDITIONAL CONTRIBUTORS






                                                                 Page



A.  General	      458



B.  National Organizations	      461



C.  Federal Agencies	      462



D.  State Agencies	      464



E.  Private Firms	      465



F.  Land-Grant Universities	      465

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                      VI.  ADDITIONAL CONTRIBUTORS
A.  General

          The Environmental Protection Agency also acknowledges substantial
assistance from the following contributors.

          Victor Barry, Jr.
          Division of Plant Sciences
          SCS, USDA
          Washington, D.G.

          Lindo J. Bartelli
          Soil Survey Interpretations
          USDA
          Washington, D, C.

          Richard Braramer
          State Highway Department
          Santa Fe, New Mexico

          J. E. Burford
          Hydrologic Data  Laboratory ARS/USDA
          Beltsville, Maryland

          John Creech
          National Arboretum
          Washington, D.C.

          Euel Davis
          Division of Watersheds
          Bureau of Land Management
          Washington, D.C.

          George Edmundson
          SCS Plant Material Center
          Lockeford, California
          Dick  Howe 11 and Roger  Hallin
          California Department  of  Transportation
          (CALTRANS)
          Sacramento, California
                                   459

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 Gordon  Huntington
 University  of  California  at  Davis
 Davis,  California

 D.  Earl Jones
 Arlington,  Virginia,  Department  of
   Housing and  Urban Development
 Washington,  D.C.

 Kermit  N. Larson
 U.S.  Forest  Service
 Odgen,  Utah

 Andrew  T. Leiser
 Department  of  Environmental  Horticulture
 University  of  California  at  Davis
 Davis,  California

 John  E.  McClelland
 Soil  Survey  Operations,
   SCS,  USDA
 Washington,  D.C.

 Wayne McCully
 Extension and  Research Center
 Vernon,  Texas

 Walter  Megahan
 Intermountain  Forest  and  Range Research
   Station
 Boise,  Idaho

 William W. Mitchell
 Institute of Agricultural Sciences
 Palmer  Research Center
 Palmer, Alaska

 Douglas  L. Smith
 Environmental  Design  and Control Division
Office of Research
Federal  Highway Administration
Washington,  D.C.

Grant W. Thomas
University of Kentucky
Lexington, Kentucky
                        460

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         H. B. Vanderford
         Mississippi State University
         State College, Mississippi

         Dirk van dcr Voet
         Soil Conservation Service
         Washington, D.C.

         William Wertz
         U.S. Forest Service
         Washington, D.C.

         Leonard Wood, Chief
         Environmental Control  Group
         Federal Highway Administration
         Washington, D.C.

         James A. Yost
         J.  B. Gilbert and Associates
         South Lake Tahoe, California
B.   National Organizations
          American Society of Agricultural Engineers
          St. Joseph, Michigan

          American Society of Agronomy and Soil
            Science Society of America
          Madison, Wisconsin

          The American Society of Civil Engineers
          New York, New York

          American Society of Landscape Architects
          McLean, Virginia

          National Association of Conservation Districts
          Washington, S.C.

          National Association of State Foresters
          Environmental Committee
          Department of Natural Resources
          Madison, Wisconsin
                                  461

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          Department of Natural Resources
          Olytnpla, Washington

          South Dakota Division of Forestry
          Rapid City, South Dakota

          National Forest Products Association
          Washington, D.C.

          National Landscape Association
          Washington, D.C.

          Society of American Foresters
          Washington. D.C.

          Society of Range Management
          Denver, Colorado

          Transportation Research Board
          Washington, D.C.
C.  Federal Agencies
          Alaska Bureau of Land Management
          USDI
          Anchorage, Alaska

          Bureau of Land Management
          U.S. Department of the Interior
          Washington, D.C., and Denver Federal Center

          Bureau of Reclamation
          U.S. Department of the Interior
          Denver Federal Center and Washington, D.C.

          Division of Forestry
          Bureau of Land Management
          USDI
          Washington, D.C.

          EPA Region X
          Seattle,  Washington

          Federal Highway Administration
          U.S.  Department of Transportation
          Washington, D.C.
                                 462

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Federal Power Commission
Project Environment and Conservation Section
Washington, D.C.

Forestry Division, United States Navy
Alexandria, Virginia

  Massachusetts SCS at Amberst
  Mississippi SCS at Jackson
  Texas SCS at Temple
  California SCS at Davis
  Alaska SCS at Anchorage

National Park Service
U.S. Department of the Interior
Denver, Colorado

National Park Service
U.S. Department of the Interior
Washington, D.C.

Northeast  Forest  Experiment  Station
U.S. Forest Service
Upper  Darby, Pennsylvania

Southeast  Environmental  Research
Laboratory, EPA
Athens, Georgia

The Technical  Service Centers of SCS in Portland, Oregon;
   Fort Worth,  Texas;  Upper Darby, Pennsylvania; and
   Lincoln, Nebraska;  through assistance of soil Survey
   Operation Division, SCS/USDA,  Washington, D.C.

 Tennessee Valley Authority
Muscle Shoals,  Alabama

 U.S. Agency for International Development  (AID)
 U.S. Department of State
Washington, D.C.
                          463

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           U.S.  Army Corps  of Engineers
           Cold  Regions  Research and Engineering
             Laboratory
           Hanover,  New  Hampshire

           U.S.  Army Corps  of Engineers, Washington,  D.C.; and  their
             Technical Information Center Waterways Experiment  Station,
             Vicksburg,  Mississippi

           United States Department of Agriculture
             Soil Conservation Service
             Forest  Service
             Agricultural Research Service
             Federal Extension Service

           U.S.  Forest Service,  Rocky Mountain Forest
             and Range Experiment Station
           Fort  Collins,  Colorado

           U.S.  Geological  Survey
           Washington, D.C.
D.  State Agencies

          California  Bureau of Land Management

          State Bureau of Land Management
          Portland, Oregon

          State Department of Environmental Resources
          Ebensburg,  Pennsylvania

          State Forestry Department
          Raleigh, North Carolina

          Utah Water  Research Laboratory
          Logan, Utah

          Information was requested and received from the State highway
departments of the 50 States, the District of Columbia and the Common-
wealth of Puerto Rico.
                                  464

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E.   Private Firms
          J.  B. Gilbert and Associates
          Planning and Engineering Consultants
          Sacramento, California

          "Grounds and Maintenace Magazine," Kansas City, Missouri

          Howard-Needles-Tammen-Bergendoff
          Consulting Engineers
          Central Offices
          Kansas City, Missouri

          Jones and Stokes
          Sacramento, California
F.  Land-Grant Universities

          University of Alaska
          Fairbanks, Alaska

          University of Arizona
          Tuscon, Arizona

          University of California
          Davis, California

          Colorado  State University
          Fort Collins, Colorado

          University of Florida
          Gainesville, Florida

          University of Georgia
          Athens, Georgia

          University of Hawaii
           Honolulu, Hawaii

          University of Idaho
          Moscow, Idaho

           University of Illinois
           Urbana,  Illinois
                                   465

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 Iowa State University
 Ames,  Iowa

 Kansas State University
 Manhattan, Kansas

 University of Kentucky
 Lexington, Kentucky

 Louisiana State University
 Baton  Rouge,  Louisiana

 University of Maine
 Arons,  Maine

 University of Massachusetts
 Amherst,  Massachusetts

 Michigan  State University
 East Lansing,  Michigan

 University of Minnesota
 St. Paul,  Minnesota

 Mississippi State  University
 State College,  Mississippi

 Montana State  College
 Bozeman,  Montana

 University of  Nebraska
 Lincoln,  Nebraska

 University of  Nevada
 Reno, Nevada

 New Mexico State University
 Las Cruces, New Mexico

 North Carolina  State University
 Raleigh, North  Carolina

Ohio State  University
Columbus, Ohio
                        466

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Oklahoma State University
Stillwater, Oklahoma

Purdue University
Lafayette,Indiana

Texas A&M University
College  Station, Texas

Utah State  University
Logan, Utah

University of Vermont
Burlington, Vermont

Virginia Polytechnic Institute and
   State University
 Blacksburg, Virginia

Washington State University
 Pullman, Washington

 University of West Virginia
 Morgantovn, West Virginia

 University of Wisconsin
 Hadison, Wisconsin
                           467    *UJ& OOVEMNMNT HUNTING WFtCE:WS ttO-81
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                                   TECHNICAL REPORT DATA
                            (fltiae read Instructions on the rtvene before completing)
1. REP
                                                           3. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
  Methods of Quickly Vegetating Soils of Low
  Productivity, Construction  Activities
             6. REPORT DATE
               July 1975 (approval date)
             ». PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
  Francis Wm. Bennett and  Roy L.  Donahue
                                                           S. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS

         Midwest Research  Institute
         425 Volker Boulevard
         Kansas City, Missouri  64110
             10. PROGRAM ELEMENT NO.
             11. CONTRACT/GRANT NO.
                68-01-2632
12. SPONSORING AGENCY NAME AND ADDRESS
  U.S.  Environmental Protection Agency
  Office of Water Planning and Standards
  401 M Street, S.W., Washington, D.C.  20460
             13. TYPE OP REPORT AND PERIOD COVERED
             14. SPONSORING AGENCY CODE
16. SUPPLEMENTARY NOTES
16. AB*tRACT	'
   The study has produced  a user's manual for  the  SO states on latest Methods and
   procedures for establishing dense stands of perennial vegetation on soils of
   low productivity that have been disturbed by construction activities, will hold
   the soil in place and thus minimize water pollution by sedimentation.   The 450
   page manual has defined common ground, in a practical and applied way,  among
   many technical disciplines.  The sciences of soil, geologic material and plant
   growth are defined and  related.  Emphasis of the manual is on vegetating soils
   that naturally are low  in productivity.  Soil Great Groups that fit this criteria
   representing 39Z of the United States land  area are discussed.  The soil and
   plant research of many  professional scientists  are related and brought  into focus.
   Demonstration sites at  10 locations are characterized and documented.
17.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
^.IDENTIFIERS/OPEN ENDED TfRMS
                                                                         c.  COSATI Field/Group
   Soil Erosion
   Pollution
   Soil Fertility
   Construction
   Environmental Engineering
 Erosion Control
 Water Brosion
 Water Pollution
 Soil  Fertility
 Soil  Stabilization
1312, 0807,
0203, 0201,
1308
                                              19. SECURITY CLASS {TMsRtport}
                                              20, SECURITY CLASS (TMtftft)
                           91. NO. OF PAGES
                                468
                           22. PRICE
BPA Porw 11M-1 (f.7*)

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