U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION  SURVEY
                        WORKING PAPER SERIES
          PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
                        An Associate Laboratory of the
             NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
                                 and
       NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA
•&GPO	697.032

-------
                                        REPORT
                                          ON
                                            RESERVOIR
                                   MONTGOf€RY COUNTY
                                     PENNSYLVANIA
                                    EPA REGION III
                                 WORKING PAPER No, 418
            WITH THE  COOPERATION OF THE
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES
                     AND THE
            PENNSYLVANIA  NATIONAL GUARD
                   JUNE, 1975
                                                        608

-------
                               CONTENTS
                                                           Page
  Foreword                                                  ii
  List of Pennsylvania  Study Lakes                           iv
  Lake and Drainage Area Maps                               v, vi

  Sectjpns_
  I.   Conclusions                                            1
 II.   Lake and Drainage Basin  Characteristics                 4
III.   Lake Water Quality Sunmary                             5
 IV.   Nutrient Loadings                                     10
  V.   Literature Reviewed                                   16
 VI.   Appendices                                            17

-------
                                11
                         FOREWORD
    The National Eutrophication Survey was initiated in 1972 in
response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to fresh water lakes  and
reservoirs.

OBJECTIVES
    The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources,  concentrations,
and impact on selected freshwater lakes as a basis for formulating
comprehensive and coordinated national, regional, and state management
practices relating to point-source discharge reduction and non-point
source pollution abatement in lake watersheds.

ANALYTIC APPROACH

    The mathematical and statistical procedures selected  for the
Survey's eutrophication analysis are based on related concepts that:

        a.  A generalized representation or model relating
    sources, concentrations, and impacts can be constructed.

        b.  By applying measurements of relevant parameters
    associated with lake degradation, the generalized model
    can be transformed into an operational representation of
    a lake, its drainage basin, and related nutrients.

        c.  With such a transformation, an assessment of  the
    potential for eutrophication control can be made.

LAKE ANALYSIS

    In this report, the first stage of evaluation of lake and water-
shed data collected from the study lake and its drainage  basin is
documented.  The report is formatted to provide state environmental
agencies with specific information for basin planning [§303{e)], water
quality criteria/standards review [S303(c)3, clean lakes  [§314{a,b)],
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of  1972.

-------
                                m
    Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic  condi-
tion are being made to advance the rationale and data  base for
refinement of nutrient water quality criteria for the  Nation's
fresh water lakes.  Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by  EPA
and to augment plans implementation by the states.

ACKNOWLEDGMENT

    The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental  Protection Agency)
expresses sincere appreciation to the Pennsylvania Department
of Environmental Resources for professional  involvement and to
the Pennsylvania National Guard for conducting the tributary
sampling phase of the Survey.

    Walter A. Lyon, Director of the Bureau of Water Quality
Management, Richard M. Boardman, Chief of the Division of  Water
Quality, and James T. Ulanoski, Aquatic Biologist of the Division
of Water Quality, provided invaluable lake documentation and
counsel during the Survey, reviewed the preliminary reports, and
provided critiques most useful in the preparation of this  Working
Paper series.

    Major General Harry J. Mier, Jr., the Adjutant General  of
Pennsylvania, and Project Officer Major Ronald E. Wickard, who
directed the volunteer efforts of the Pennsylvania National
Guardsmen, are also gratefully acknowledged for their  assistance
to the Survey.

-------
                                IV
                  NATIONAL EUTROPHICATION SURVEY
                            STUDY LAKES
                       STATE OF PENNSYLVANIA
LAKE NAME
Allegheny Reservoir

Beaver Run Reservoir
Beltzville
Blanchard Reservoir
Canadohta
Conneaut
Conewago (Pinchot)
Greenlane
Harveys
Indian
Naomi
Ontelaunee
Pocono
Pymatuning Reservoir
Shenango River Reservoir
Stillwater
Wallenpaupack
COUNTY
McKean, Warren, PA;
 Cattarugus, NY
Westmoreland
Carbon
Centre
Crawford
Crawford
York
Montgomery
Luzerne
Somerset
Monroe
Berks
Monroe
Crawford, PA;
 Ashtabula, OH
Mercer
Monroe
Pike, Wayne

-------
                                         East Greenville
                                           Pennsburg
X
I
GREENLANE

 RESERVOIR
Tributary Sampling Site
Lake Sampling Site
Sewage treatment Facility
               JKm.
                  iMi.
          Scale
                                                          40°24—
                                                          4022—
                           "•"( GREENLANE

                                 RESERVOIR
         7532
                                    7530

-------
Map Location
                                        GREENLANE

                                        RESERVOIR
            GREENLANE

             RESERVOIR
            Tributary Sampling Site
            Lake Sampling Site
            Sewage Treatment  Facility
            Drainage Area Boundary
             i      2     3Mi.
                 Scale

-------
                       GREENLANE  RESERVOIR*
                          STORE!  NO.  4207

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate  that Green!ane  Reservoir is eutrophic.
        It ranked last in overall  trophic  quality when the 17 Pennsylvania
        lakes sampled in 1973 were compared using a combination of six
        parameters**.  Fifteen of the lakes had  less median total and
        dissolved phosphorus, 15  had  less  median inorganic nitrogen, 14
        had less mean chlorophyll  a_,  and 13 had  greater mean Secchi disc
        transparency.  Marked depression of dissolved oxygen with depth
        occurred at stations  1 and 2  in July  and October and at station
        3 in July.
            Survey limnologists noted an algal bloom in July and a heavy
        bloom in the northern portion of the  reservoir in October.
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate  phosphorus limitation at the
        time the sample was taken (04/17/73).  The reservoir data indicate
        phosphorus limitation at  the  other sampling times as well.
    C.  Nutrient Controllability:
            1.  Point sources—The phosphorus  contribution from known
        point sources amounted to 60.5£ of the total load reaching Green-
        lane Reservoir during the sampling year.  The known point sources
* Table of metric conversions—Appendix A.
** See Appendix B.

-------
include the Borough of Bally (1.5%), Candlewyck Inn (<0.1%),
Conte & Sons Packing Company (32.2%), East Greenville MWW
(5.4%), Hereford Estates (2.7%), Northeast Bible Institute
(0.1%), Pillsbury Company (1.5%), Upper Montgomery (16.6%),
and septic tanks, which include Knoll Industries, (0.1%).
    The present phosphorus loading rate of 12.83 g/mz/yr is
11 times that proposed by Vollenweider (Vollenweider and Dillon,
1974) as a eutrophic rate (see page 15).   On the basis of Survey
data, it is very likely that the trophic condition of Greenlane
Reservoir will continue to deteriorate if the present loading
rate is maintained.
    Because of the existing trophic condition of the reservoir,
all phosphorus inputs should be minimized to the greatest practi-
cable extent to reduce the rate of eutrophication.
    2.  Non-point sources—The phosphorus contributions of non-
point sources accounted for nearly 40% of the total load reach-
ing the reservoir during the sampling year.  The West Branch  of
Perkiomen Creek contributed 12.5%, and Perkiomen Creek and the
ungaged drainage area were estimated to have contributed 21.5%
and 5.4% of the total load, respectively.
    The phosphorus export rate of the West Branch of Perkiomen
Creek was 93 kg/km2/yr (see page 15).  This rate is quite high

-------
        compared  to the exports of the two streams tributary to nearby
        Beltzville Lake*  (each with an export rate of 11 kg/km2/yr).
            It  is not known whether the high rate is due to underesti-
        mation  of the phosphorus load from the Borough of Bally waste-
        water treatment plant or an unknown point source in the drainage.
* Working Paper No. 414.

-------
II.  LAKE AND DRAINAGE BASIN  CHARACTERISTICS
     A.   Lake Morphometry :
         1.   Surface area:  3.29 kilometers2.
         2.   Mean depth:   5.0 meters.
         3.   Maximum depth:   >18.9  meters.
         4.   Volume:  16.450  x 106  m3.
         5.   Mean hydraulic retention  time:   50 days  (based on outlet flow),
     B.   Tributary and Outlet:
         {See Appendix C  for  flow data)
         1.   Tributaries  -
                                              Drainage       Mean flow
             Name                             area  (km2)*    jm3/sec)*
             Perkiomen Creek                      97.6           2.6
             West Branch, Perkiomen Creek         56.7           1.8
             Minor tributaries  &
              immediate drainage -                24.6           0.5^
                         Total                  178.9           4.9
         2.   Outlet -
             Perkiomen Creek                     182.2**         3.8
     C.   Precipitation***:
         1.   Year of sampling:   106.0  centimeters.
         2.   Mean annual:  105.6 centimeters.
 t Ulanoski, 1975.
 * For limits of accuracy, see  Working  Paper No.  175,  "...Survey Methods,
   1973-1976".
 ** Adjusted to equal  sum of subdrainage  areas  plus  lake area.
 *** See Working Paper No. 175.

-------
III.  LAKE WATER QUALITY  SUMMARY
      Greenlane Reservoir was  sampled three  times  during the open-water
  season of 1973 by means of a pontoon-equipped  Huey  helicopter.   Each
  time,  samples for physical and  chemical  parameters  were  collected  from
  three  stations on the lake and  from a number of  depths at each  station
  (see map, page v).   During each visit, a single  depth-integrated (4.6
  m or near bottom to surface) sample was composited  from  the  stations for
  phytoplankton identification and enumeration;  and during the first
  visit, a single 18.9-liter depth-integrated sample  was composited  for
  algal  assays.  Also each time,  a depth-integrated sample was collected
  from each of the stations for chlorophyll  a_ analysis.  The maximum
  depths sampled were 18.9 meters at station 1,  10.4  meters at station 2,
  and 4.9 meters at station 3.
      The lake sampling results are presented in full  in Appendix D  and
  are summarized in the following table.

-------
'«LANt  DAM
                              STOHET  CJUt
1ST S4M°LIN& ( A/17/73)

       3  SITES
bAMfUMG  (  7/2<
(H(i/L»
A (Uf,/L)

rtANfct
1.0 - li.Z
10. U - 13. I
itO. - US.
7.b - J
3D. - 33.
u.ObJ - 0.1Kb
t'.UOM - i».03<» 0.04U
U.636 0.400
i.oaj i.^o
l.fc^b l./uo
H.b lu.r
0,1 U.6
rf 4NGC.
1^.3 - ^1.6
o.t - a.. 1
aw. rfos.
7.^ 7.1
•it. ob.
0.0 f 1 U. jba
0.0^3 
-------
B.   Biological characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        04/17/73
        07/24/73
        10/03/72
Dominant
Genera
1.
2.
3.
4.
5.


1.
2.
3.
4.
5.


1.
2.
3.
4.
5.

Stephanodiscus
Chlamydomonas
Melosira
Cryptomonas
Scenedesmus
Other genera
Total
Aphanizomenon
Melosira
Frag il aria
Oocystis
Microcystis
Other genera
Total
Fragilaria
Cryptomonas
Melosira
Scenedesmus
Coelastrum
Other genera
Algal Units
P_e_r_jn]	

  13,676
                                                           1
     091
     196
     140
      84
      46
                                                         15,233
   2,762

   1,838
   1,171
     689
     666
     459
   1,034
                                          Total
   5,857

-------
    2.  Chlorophyll a^ -
        Sampling             Station                 Chlorophyll  a_
        Date                 Number                  (yg/1)	
        04/17/73               01                        29.1
                               02                        53.1
                               03                        50.3
        07/24/73               01                        10.3
                               02                        10.7
                               03                        13.9
        10/03/73               01                        14.7
                               02                        16.4
                               03                        17.6
C.  Limiting Nutrient Study:
    1.  Autoclaved, filtered, and nutrient spiked -
                          Ortho P         Inorganic  N    Maximum  yield
        Spike (mg/1)      Cone, (mg/1)    Cone,  (mg/1)    (mg/l-dry wt.)
        Control
         0.050 P
         0.050 P + 1.0 N
         1.0 N
    2.  Discussion -
            The control  yield of the assay alga,  Selenastrum capri-
        cornutum, indicates that the potential  primary  productivity
        of Greenlane Reservoir was very high at the  time  the sample
        was collected.   There was a significant increase  in  yield
        compared to the control when the level  of orthophosphorus
        was increased,  but there was no change  in yield when only
        nitrogen was added.  Based on these results, phosphorus
        limitation is indicated.
0.030
0.080
0.080
0.030
1.785
1.785
2.785
2.785
15.7
34.4
37.3
15.6

-------
    The reservoir data indicate phosphorus  limitation in
July and October as well;  i.e., the  mean  N/P  ratios were
43/1 and 29/1, respectively,  and phosphorus limitation
would be expected.

-------
                                  10
IV.  NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient  loadings, the Pennsylvania
 National Guard collected monthly near-surface grab samples from each
 of the tributary sites indicated on  the map  (page vi), except for the
 high runoff months of February and March when two samples were col-
 lected.  Sampling was begun  in May,  1973, and was completed in April,
 1974.
     Through an interagency agreement,  stream flow estimates for the
 year of sampling and a "normalized"  or average year were provided by
 the Pennsylvania District Office of  the U.S. Geological Survey for the
 tributary sites nearest the  lake.
     Except for phosphorus at station A-2, nutrient loads for sampled
 tributaries were determined  by using a modification of a U.S. Geological
 Survey computer program for  calculating stream loadings*.  However, the
 upstream point-source phosphorus loads exceeded the load measured at A-2,
 and the non-point phosphorus load of Perkiomen Creek was estimated as
 given  below (it is assumed that all  phosphorus loads eventually reach the
 reservoir).
     Nutrient loadings for Perkiomen  Creek at A-2 and the unsampled "minor
 tributaries and immediate drainage"  ("ZZ" of U.S.G.S.) were estimated
 using  the nutrient loads (minus point-source loads), in kg/km2/yr, in the
 * See Working Paper No. 175.

-------
                                 11
West Branch of Perkiomen Creek at station B-l and multiplying by the
A-2 and ZZ areas in km2.
    The operators of the Bally, Candlewyck Inn, Northeast Bible Insti-
tute, Pillsbury Company, and Upper Montgomery wastewater treatment
plants provided monthly effluent samples and corresponding flow data.
The operators of Conte & Sons Packing Company, East Greenville, and
Hereford Estates wastewater treatment plants did not participate in
the Survey, and nutrient loads were estimated at 1.134 kg P and 3.401
kg N/capita/year.
    The operator of the Knoll Industries sanitary and industrial
wastewater treatment facilities also did not participate.  Loads
attributed to the septic tank treating sanitary wastes were estimated
at 0.1134 kg P and 4.263 kg N/capita/year.  Nutrient loads contributed
in the industrial wastes could not be determined due to insufficient
information.

-------
                                 12
    A.  Waste Sources:

        1.  Known muncipal -

Name
Candlewyck
Inn
Pillsbury Co.

Borough Bally

Upper
Montgomery
NE Bible
Institute
Knoll Indust.
East f
Greenville
Hereford
Estates
(500 trailers)
Green Hill
Mobile Park
Pop.
Served
125

60*

1,200

5,500

200

243***
2,003

1,000


120


Treatment
prim.
clarifier
trickling
filter
act. sludge

trickling
filter
act. sludge

septic tank
trickling
filter
act. sludge


act. sludge

Mean Flow
(m»/d)
9.4

70.4**

237.5

3,240.9

22.6

37.9
2,725.5

113.6


27.4

Receiving
Water
Perk i omen Creek

Per ki omen Creek

West Br.,
Perkiomen Creek
Greenlane Res.

Green! ane Res. .

Perkiomen Creek
Perkiomen Creek

Perkiomen Creek


Greenlane Res.

2. Known industrial

Name
Knoll
Industries
Conte & Sons
Packing Co.

Product
—

vege-
tables

Treatment
alum ppt.

aer. ponds

Mean Flow
(rnVd)
321.7

2,725.5

Receiving
Water
Perkiomen Creek

Perkiomen Creek

* Population equivalent based on 250 employees,  5 days/week.
** Includes industrial waste (organics such as flour, sugar, and shortening).
*** Population equivalent based on a total  of 850 employees, 6 days/week,
    24 hours/day (DelVecchio, 1975).
t Stanley, 1975.
ft Appenhager, 1975.

-------
                                 13
    B.  Annual Total  Phosphorus Loading - Average Year:
        1.   Inputs -
                                              kg p/           % of
            Source                            yj;	          total
            a.  Tributaries (non-point load)  -
                Perkiomen Creek                9,075          21.5
                West Br., Perkiomen Creek      5,290          12.5
            b.  Minor tributaries & immediate
                 drainage (non-point load) -    2,290           5.4
            c.  Known municipal STP's -
                Candlewyck Inn                    30+         <0.1
                Pillsbury Company                620           1.5
                Borough of Bally                 625           1.5
                Upper Montgomery               7,005          16.6
                Northeast Bible Institute         50           0.1
                Knoll Industries                  30          <0.1
                East Greenville MWW            2,270           5.4
                Hereford Estates               1,135           2.7
                Green Hill Mobile Park           120           0.3
            d.  Septic tanks* -                    5          <0.1
            e.  Known industrial -
                Knoll Industries              unknown
                Conte & Sons Packing Co.**    13,610          32.2
            f.  Direct precipitation*** -         6()           0.1
                         Total                42,215         100.0
        2.   Outputs -
            Lake outlet - Perkiomen Creek      9,225
	3.   Net annual P accumulation - 32,990 kg.
f Based on two samples.
* Estimate based on 10 shoreline dwellings; see Working Paper No. 175,
** Estimated pop. equivalent of 12,000 (Appenhager,  1975).
*** See Working.Paper No. 175.

-------
                                 14
    C.  Annual Total Nitrogen Loading - Average Year:

        1.  Inputs -

                                              kg N/          % of
            Source                            yjr	          total

            a.  Tributaries (non-point load) -

                Perkiomen Creek               257,175          46.8
                West Br., Perkiomen Creek     149,405          27.2

            b.  Minor tributaries & immediate
                 drainage (non-point load) -   64,820          11.8

            c.  Known municipal STP's -

                Candlewyck Inn                     85          <0.1
                Pillsbury Company                 315           0.1
                Borough of Bally                2,190           0.4
                Upper Montgomery               19,890           3.6
                Northeast Bible Institute         180          <0.1
                Knoll Industries                1,035           0.2
                East Greenville MWW             6,810           1.2
                Hereford Estates                3,400           0.6
                Green Hill Mobile Park            250          <0.1

            d.  Septic tanks* -                   105          
-------
                             15
D.  Mean Annual  Non-point Nutrient Export by Subdrainage Area:
    Tributary                             kg P/km2/yr'   kg  N/km2/yr
    West Branch, Perkiomen Creek               93            2,635
E.  Yearly Loading Rates:
        In the following table,  the existing phosphorus loading
    rates are compared to those  proposed by Vollenweider (Vollen-
    weider and Dillon, 1974).   Essentially, his "dangerous"  rate
    is the rate  at which the receiving  water would  become  eutrophic
    or remain eutrophic; his "permissible" rate is  that which would
    result in the receiving water remaining oligotrophic or  becoming
    oligotrophic if morphometry  permitted.  A mesotrophic  rate would
    be considered one between  "dangerous" and "permissible".
        Note that Vollenweider's model  may not be applicable to
    water bodies with short hydraulic retention times.
                              Total  Phosphorus      Total  Nitrogen
    	Total    Accumulated    Total    Accumulated
    grams/mVyr               12.83      10.03       167.2       82.5
    Vollenweider loading rates for phosphorus
     (g/m2/yr) based on mean depth and  mean
     hydraulic retention time  of Green!ane Reservoir:
        "Dangerous"  (eutrophic  rate)       1.16
        "Permissible"  {oligotrophic rate)  0.58

-------
                                 16
V.  LITERATURE REVIEWED

    Appenhager, Ernie, 1975.   Personal  communication  (STP  information).
        PA Dept. Env. Resources, Reading.

    DelVecchio, Dave (Chemist),  1975.   Personal  communication  (loading
        rates, population equivalent).   Knoll  Industries,  East Greenville.

    Stanley, Walt, 1975.  Personal  communication (Greenville STP  informa-
        tion).  PA Dept. Env.  Resources, Norristown.

    Ulanoski, James, 1975.  Personal  communication  (lake morphometry).
        PA Dept. Env. Resources, Harrisburg.

    Vollenweider, R. A., and P.  J.  Dillon,  1974. The application of the
        phosphorus loading concept  to  eutrophication  research.  Natl. Res.
        Council of Canada Publ.  No. 13690,  Canada Centre for Inland Waters,
        Burlington, Ontario.

-------
                                 17
VII.  APPENDICES
                                APPENDIX A
                            CONVERSION FACTORS

-------
                CONVERSION FACTORS

Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
                         -4
Cubic meters x 8.107 x 10   = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 = inches
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = Ibs/square mile

-------
 APPENDIX B
LAKE RANKINGS

-------
LAKES RANKED BY INDEX NOS.
WANK  LAKE CODE  LAKE NAME
   I  4224
   2  4220
   3  4222
   4  4228
   5  4227
   6  4223
   7  3641
   8  4229
   9  4221
  10  4219
  11  4204
  12  4226
  13  4213
  14  4216
  15  4225
  16  4201
  17  4207
LAKE NAOMI
BELTZVILLE DAM
HARVEY'S LAKE
STILLWATER LAKE
POCONO LAKE
INDIAN LAKE
ALLEGHENY RESERVOIR
LAKE WALLENPAUPACK
CANADOHTA LAKE
BEAVER RUN RESERVOIR
CONNEAUT LAKE
PINCHOT LAKE
PYMATUNING RESERVOIR
SHENANGO RIVER RESERVOIR
ONTELAUNEE DAM
BLANCHARD RESERVOIR
GREENLANE DAM
INDEX NO

   445
   423
   413
   401
   389
   388
   385
   371
   369
   360
   307
   256
   206
   157
   101
    85
    53

-------
PtKCENT OF LAKES WITH HIGHER VALUES (NUfieEH OF LAKES wiTH HI&HEK
LAKE
      LAKE NAME
3to41  ALLEGHENY RESERVOIR
4201  BLANCriARD kESEHVOIR
4204  CONNEAUT LAKE
4207  GREENLANE 0AM
4213  PYMATUNING RESEHVOIH
      SHENANGO RIVErt RESERVOIR
      BEAVER RUN RESERVOIR
4220  BELT2VILLE 0AM
4221  CANADOHTA LAKE
4222  HARVEY'S LAKE
4223  INDIAN LAKE
4224  LAKE NAOMI
4225  ONTELAUMEE 0AM
4226  PINCHOT LAKE
4227  POCONO LAKE
4226  STILLWATE* LAKE
4229  LAKE WALLENPAUPACK
MEDIAN
TOTAL P
S6 (
13 (
44 (
6 t
0 (
19 f
94 {
88 (
50 <
63 (
100 (
81 (
25 <
31 (
38 (
72 (
72 (
9)
2)
7)
1)
0>
3)
15)
14)
8)
10)
16)
13)
4)
5)
6)
11)
11)
MEDIAN
1NGHG N
38 (
13 (
63 (
6 <
72 t
44 (
19 <
25 <
97 <
81 (
31 t
88 (
0 (
56 (
97 (
72 (
50 <
6)
2)
10)
1)
11)
7)
3)
4)
IS)
13)
5)
14)
0)
9)
15)
11)
B)
500-
MEAN SEC
63 (
25 (
69 (
19 <
6 <
13 <
68 (
94 <
56 (
100 <
75 <
44 I
0 (
31 <
50 (
38 (
81 (
10)
4)
11)
3)
1)
2)
14)
15)
9)
16)
12)
7)
0)
5>
B)
6)
13)
MEAN
CHLOHA
100 (
31 <
56 <
13 (
0 (
6 (
81 (
94 (
19 (
63 (
75 (
69 (
44 (
38 <
as <
25 <
50 <
16)
5)
9)
2)
0)
U
13)
15)
3)
10)
12)
ID
7>
6)
14)
4)
8)
15-
MIN 00
69 (
3 (
34 <
3 <
100 (
47 (
19 <
34 (
59 (
47 (
19 (
38 (
19 <
81 (
75 (
94 t
59 (
11)
0)
5)
0)
16)
7)
2)
5)
9)
7)
2)
14)
2)
13)
12)
15)
9)
MEDIAN
D1SS P
59 (
0 (
41 {
6 (
28 (
28 <
59 <
88 (
86 (
59 (
88 (
75 (
13 (
IS) (
41 (
100 (
59 (
8)
0)
6)
1)
4)
4)
a)
13)
13)
8)
13>
12>
2)
3)
6)
16)
8)
INDEX
Nli
3dS
85
307
53
206
157
360
423
369
413
388
445
101
256
3(39
401
371

-------
LAKE DATA TO 8E USED IN RANKINGS
LAKt
CODE  LAKE NAME
3641  ALLEGHENY RESERVOIR
4201  BLANCriARO RESERVOIR
4204  CONNEAUT LAKE
4207  GKEENLANE UAH
4213  PYMATUNING RESEKVOIR
4216  SHENANGO RIVER RESERVOIR
4219  BEAVER RUN RESERVOIR
4220  BELTZVILLE DAM
      CANADOHTA LAKE
      HARVEY'S LAKE
^223  INDIAN LAKE
4224  LAKE NAOMI
4225  ONTELAUNEE 0AM
4326  PINCrlOT LAKE
4227  POCONO LAKE
4228  STILLWATER LAKE
4229  LAKE WALLENPAUPACK
MEDIAN
TOTAL P
0.016
0.064
0.023
0.066
0.070
0.058
0.009
0.010
0.020
0.015
0.008
0.014
0.040
0.027
0.024
0.015
0.015
MEDIAN
IMOsG N
0.380
1.3CO
O.ltiS
1.475
0.180
0.340
0.835
0.815
0.130
0.160
0.520
0.135
2.150
0.245
0.130
0.180
0.250
500-
KEAN 5EC
414.250
453.143
402.600
460.222
467.750
'463. b55
384. H33
362.444
436.000
338.000
400.222
443.333
470.667
453.000
438.800
449.000
394.583
MEAN
CHLORA
3.700
15.187
7.567
24.011
56.333
26. WOO
5.183
4.856
19.167
5.967
5.211
5.533
11.783
13.950
4.980
18.233
9.617
15-
MIN DO
13.300
14.900
14.600
14.900
7.700
14.500
I4.«oo
14.600
14.100
14.500
14.800
8.000
14.800
11.500
13.200
7.900
14.100
MEDIAN
OISS P
0.006
0.046
0.007
0.020
0.008
0.008
0.006
0.005
0.005
0.006
0.005
0.005
0.011
0.008
0.007
0.004
0.006

-------
    APPENDIX C
TRIBUTARY FLOW DATA

-------
LAKE CODE 4?07
                                    TkldUTAriY FLO*  INFORMATION  F OH  PENNSYLVANIA

                          LANE RESC.KVOIH
                                                                                             1/27/75
     TOTAL DRAINAGE  AREA OF LAtsEISU KM)
                                            183.9
4207A1
4207A2
4207H1
          SUb-DHAlNAtiE
           AREAiSQ KM)

              1B3.-3
              97.6
              66.7
                           JAN
2.83
1.9J
                                   Fub
                                  0.71
NORMALIZED FLOKSfCMat
MAK
6.U9
3.40
2.44
Ij. 79
AHH
4.76
2.63
1.96
0.62
MAY
3.62
2.46
1.64
0.4d
JON
2.5H
2.3B
1.5ft
0.34
JUL
3.09
1.93
1.19
0.40
AU<3
2.97
2.41
1.59
0.40
SEP
2.32
2.52
I.fc7
0.31
OCT
2.49
1.9B
1.25
0.31
NOV
3.60
2.41
1 .b9
0.45
uec
4.25
2.«9
1.98
0.57
MEAN
3.81
2.60
1.75
0.50
                         TOIAL  DKAINftbE ArttA OF LAKt =
                         SUM uF  SOB-UKAlHAbE ARLAb   =
     MEAN MOMTHLf FLOWS 'AND  JAILY  F

TftlBUTAHY   MONFH    rEAK     MEAN FLOW

"•207A1
                                        UAY
4207A2
5
6
7
M
9
10
11
12
1
•g
3
4
5
f>
f
8
9
10
11
1?
1
73
f j
73
73
73
7j
73
73
7<+
7<+
74
?4
/3
73
73
73
73
73
73
7J
7*»
                      74
4.rtl
0.45
2.63
1.3U
1.27
I. (16
1.10
6.99
4. 'id
?.Sb
2.L'1
9.S6
2.63
2.?4
u.79
0.79
0.59
(v.6o
3. 4^
3.4t)
1.37
?.94
b.u7
19
12
Ib
12
9
9
10
h
H
b
So
Ib
1?
13
12
^
9
1U
d
8
a
Ib
lh
                                                                     SUMMARY
                                                            183.9
                                                            179.0
                                                      TOTAL FLOW  IN
                                                      TOTAL FLO*  OOT
Stt.33
4S.V6
                                                    FLOW  DAY
                                                    1.3U
                                                    1.70
                                                    K2S>
                                                    l.bJ
                                                    1.13
                                                    l.Ob
                                                    l.
-------
                                              FLO* INFORMATION FOK PtNNbYL V AisJ I A
                                                                       1/27/75
LAKE CODE 4207
     LANE
     MEAN MONTHLY FLOWS ANLi JAlLr
MONTH
rEA*
                            MEAN  FLO*
FLO*  DAV
                                                 FLOW   UAY
                                                                                        FLOW
420 7B1
4207^2
5
6
7
ft
9
10
11
12
1
2
3
5
6
7
ft
9
10
11
\2
1
2
3
4
73
73
73
73
73
/3
73
73
7n
74
74
73
73
73
73
73
73
73
73
74
74
74
74
?.«4
1.27
l.oa
0.42
0.40
0.37
0.4U
2.24
2.D*t
1.1U
1.78
?.72
U.62
U.42
0.34
0.17
0.16
0.14
0.14
0.^1
O.bS
0.34
U.62
1.19
19
12
Ib
12
9
9
lu
b
8
5
26
Ib
19
12
Ib
ia
9
lu
a
ci
b
26
16
ifc
1.16
0.62
l.OS
0.40
0.2b
0.28
0.31
0.88
1.47
1.2b
1.36
2.86
0.34
0.1?
0.22
0.16
0.20
u. 1^
0.14
j. Ib
0.42
0.28
0.42
1.22

-------
        APPENDIX D
PHYSICAL and CHEMICAL DATA

-------
STCMET RETRIEVAL UATE 75/01/27
                                                                  420701
                                                                 40 20 30.0 075 28 50.0
                                                                 WEENLANE DAM
                                                                 42091   PENNSYLVANIA

DATE
FKOM
TO
73/04/17

4




73/07/24





73/10/03







TIME
OF
DAY
14
14
14
14
14
14
14
09
09
09
09
09
09
15
15
15
15
15
15


00
00
00
00
00
00
00
40
40
40
40
40
40
50
50
50
50
50
50

DEPTH

FEET
0000
0006
0015
0025
0035
0045
0056
0000
0005
0015
0025
0040
0056
0000
0005
0015
0025
0040
U062
00010
rtATER
TEMP
CENT
10.4
10.3
10.2
9.6
9.4
9.2
9.0
25.5
25,4
21.2
18.7
14.5
13.1
21.6
21.2
20.4
20.2
20.0
19.5
11EPALES

00300
00

MG/L

12.5
11.2
lo. 1
lo.2
10.0
10. 0

8.1
0.1
0.2
1.2
0.6

B.O
C.H
1.2
1.4
0.4

00077 OOU94
TRANSP CNDUCTVf
SECCHI FIELD
INCHES MICROMHO
36 145
143
140
141
141
141
141
24 152
151
140
144
133
139
72 207
207
208
209
214
328
3
00400
PH

SU
6.30
8.40
6.2U
8. (JO
7.9o
7.80
7.80
9.70
9.00
t>.70
5.70
6.70
6.70
8.00
7. Si)
6. 80
6.80
6. 70
6.7u
2111202
0062 FEET DEPTH
0041C
T ALK
CAC03
MG/L
33
32
31
30
31
J2
32
34
34
33
38
37
49
66
52
bt>
56
59
72
00610
NH3-N
TOTAL
MG/L
0.060
0.050
0.060
0.100
0.130
0.130
0.150
o.oso
0.060
U.100
0.120
0.040
0.600
0.220
0.210
0.4UU
0.490
0,610
1.600
00625
TOT KJEL
N
MG/L
0.800
0.600
0.500
0.600
0.600
0.600
O.SOO
1.600
1.200
0.600
0.400
0.300
1.000
1.200
1.200
1.200
1.300
1.400
2.700
00630
N024.N03
N-TOTAL
MG/L
1.600
1.600
1.600
1.700
1.700
1.800
1.800
0.160
0.280
1.400
1.600
1.800
1.000
0.260
0.25U
0,370
0.350
0.260
0.110
00671
PHOS-D1S
ORTHO
MG/L P
0.011
0.010
0.012
0.021
0.027
0.034
0.028
0.011
0.014
0.022
0.037
0.043
0.025
0.009
0.015
0.035
0.033
0.031
0.033

-------
STORE! RETRIEVAL OATt 75/01/27
DATE
FROM
TU
73/04/17






73/07/24





73/10/03





00665 32217
TIME DEPTH PnOS-TOT ChLRPHYL
OF A
DAY FEET
14
14
14
14
14
14
14
09
09
09
09
09
09
15
IS
15
IS
15
15
00
00
00
00
00
00
00
40
40
40
40
40
40
50
50
50
50
50
50
0000
0006
0015
0025
u03S
U04S
OOSa
0000
0005
OOlb
0025
0040
0056
0000
0005
0015
0025
0040
0062
MG/L P
W
0
0
0
0
0
0
0
0
0
0
0
0
0
t)
0
0
u
0
.059
.OS9
.061
.077
.089
.092
.101
.067
.063
.030
.066
.OS1
.118
• 049
.073
,0t>6
.056
.06b
.130
UG/L
29.1






10.3





14.7





                                                                  420701
                                                                 40  20  30.0  075  28 50.0
                                                                 GKEENLANt DAM
                                                                         PENNSYLVANIA
                                                                 11EPALES
                                                                 3
 2111202
0062 FEET
OEPTrt

-------
ST(J«tT RETRIEVAL DATt 75/01/27
                                                                  420702
                                                                 40  20 55.0  075  89  25.0
                                                                 GRtENLANE 0AM
                                                                 42091   PENNSYLVANIA
lltPALES


DATE
FROM
TO
73/04/17



73/07/24



73/10/03




OATE
FROM
TO
73/04/17



7J/07/24



73/10/03





TIME DEPTH
OF
DAY FEET
14 30 0000
14 30 0006
14 30 0015
14 30 0024
10 30 0000
10 30 0005
10 30 0015
10 30 0034
15 30 0000
15 30 0005
15 30 0015
15 30 0024

TIME DEPTH
OF
DAY FEET
14 30 0000
14 30 0006
14 30 0015
14 30 0024
10 30 0000
10 30 0005
10 30 0015
10 30 0034
15 30 0000
15 30 0005
15 30 0015
15 30 0024

00010
HATER
T£MP
CENT
11.7
11.6
10.3
9.7
26.5
25.5
21.5
15.6
21.6
21.2
20.5
20.3
00665
PMQS-TOT

MG/L P
0.060
u.057
0.053
0.066
0.055
0.094
0.052
J.069
0.056
u.055
0.054
0.056

00300
DO

MG/L

13.1
12. \
10.8

9.5
0.2
0.6

8.6
2.0
2.2
32217
CHLPPHYL
A
UG/L
53.1



10.7



16.4




00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES M1CROMHO
60 141
140
141
141
24 166
156
129
150
54 206
206
211
213

















3
00400
PH

su
8
8
8
8
9
9
6
6
7
7
6
6



















.80
.80
.50
.10
.80
.20
.80
.80
.50
.60
.90
.80

















00410
T ALK
CAC03
MG/L
32
33
31
31
40
48
41
51
65
65
68
69
















2111202
0028
00610
NH3-N
TOTAL
MG/L
0.040
0.050
0.040
0.070
O.OSO
0.090
0.140
0.310
0.140
0.140
0.430
0.490
















FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.800
0.600
0.600
1.200
0.900
0.400
0.400
1.100
1.000
1.200
1.200
















00630
N02&N03
N-TOTAL
MG/L
1.600
1.500
1.600
1.700
0.220
0.400
1.300
1.200
0.230
0.240
0.290
0.270
















00671
PHOS-DIS
OHTHO
MG/L P
0.006
0.009
0.010
0.023
0.010
0.017
0.021
0.034
0.009
0.011
0.027
0.027

















-------
STORET KETRIEVAL OATE 75/01/27
                                                                  420703
                                                                 40 22 33.0 075 30  1S.O
                                                                 GrtEENLANE DAM
                                                                 42091   PENNSYLVANIA

DATE
FHOM
TO
73/04/17


73/07/24


73/10/03



TIME DEPTH
OF
DAY FEET
15 00 0000
IS 00 0006
15 00 0016
10 55 0000
10 55 0005
10 55 0015
15 10 0000
15 10 0005
15 10 0015
00010
WATER
TEMP
CENT
12.2
12.0
11.3
26.7
25.8
21.2
21.2
20.6
20.4
11EPALES

00300
DO

MG/L

13.7
11.7

11.0
0.4

7.2
6.8

00077
TRANSP
SECCHI
INCHES
18


32


38



00094
CNDUCTVV
FIELD
MICHOMHO
140
140
145
172
105
157
207
212
218
3
00400
PH

SO
B.20
8.60
8.30
9.80
9.20
6.90
8.30
7.50
7.10

00410
T ALK
CAC03
HG/L
31
31
32
47
49
54
65
67
71
2111202
0020
00610
NH3-N
TOTAL
MG/L
0.040
0.040
0.070
0.060
0.060
0.450
0.110
o.iao
0.280
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.900
0.700
0.700
1.300
0.900
0.700
1.300
1.100
1.100
00630
N02&N03
N-TOTAL
MG/L
1.700
1.700
1.800
0.320
0.490
1.000
0.220
0.240
0.330
00671
PHOS-UIS
Oft T HO
MG/L P
0.020
0.016
0.020
0.019
0.019
0.036
0.010
0.023
0.039

DATE
FROM
TO
73/04/17


73/U7/24


73/10/03



TIME DEPTH
OF
DAV FEET
15 00 0000
15 00 0006
15 00 0016
10 55 0000
10 55 0005
10 55 0015
15 10 OOUO
15 10 0005
15 10 0015
IJU665
PHOS-TOT

MG/L P
0.060
0.079
0.125
O.OU9
0.090
0.087
0.067
0.088
O.U3
32217
CHLKPHYL
A
UG/L
SO. 3


1J.9


17.6



-------
       APPENDIX E
TRIBUTARY and WASTEWATER
  TREATMENT PLANT DATA

-------
STORET RETRIEVAL L>ATE 75/02/03
                                                                  4207A1
                                                                 40 20  20.0  075  2b  32.0
                                                                 PtKKlOMEN CKEEK
                                                                 42039    7.5 PtRKIOMENVIL
                                                                 0/GrfttN  LANE  *ES
                                                                 SEC Rt> BKUG .2  MI  DOWNSTREAM  OF UAM
                                                                 11EPALES              2111204
                                                                 4                    0000  FEET  DEPTH
DATE
FROM
ro
73/05/19
73/06/13
73/U7/17
73/08/12
73/09/10
73/10/17
73/11/11
7J/12/09
7<»/01/OH
74/U2/14
74/02/20
74/03/13
74/03/26
74/04/16
00630 00625
TIME DEPTH NOPf,N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
11
OB
13
OB
17
15
14
U8
17
It
09
11
08
25
45
15
45
00
15
30
05
30
?0
55
10
00
30
MG/L
1.260
1.160
0.740
0.640
0.440
9.660
0.720
0.840
2.100
2.640
2. 6^0
2.000
1.920
1.600
MG/L
0
0
0
1
1
0
0
0
1
0
0
0
1
0
.B6U
.700
.940
.200
.600
.750
.750
.700
.050
.300
.600
.900
.100
.DOO
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTriO
MG/L
0*
0.
0.
u.
1.
0.
0.
0.
0.
0.
u.
o.
0.
l).
120
076
OU4
760
050
140
208
250
148
08'J
025
030
092
027
MG/L
0.
0.
0.
0.
0.
o.
0.
0.
0.
0.
0.
0.
0.
0.
p
Oil
009
010
062
113
018
026
028
064
040
035
010
015
017
MG/L H
0
0
0
0
0
0
D
0
0
0
0
0
0
0
.047
.045
.07U
.175
.250
.055
.095
.060
.095
,070
.100
.080
.050
.020

-------
STORET RETRIEVAL DATE 75/02/03
                                                                  4207A2
                                                                 <*0 23 35.0 075 30 58.0
                                                                 PtRKlOMEN CHEEK
                                                                 42      7.5 E GREENVILLE
                                                                 I/GREEN LANE RES
                                                                 bEC RU bWUG .5 MI ri OF PENNSBUHG
                                                                 11EPALES             2111204
                                                                 4                   0000 FEtT  DEPTH
UATE
FROM
TO
73/05/19
73/06/13
73/07/17
73/08/12
73/09/10
73/10/17
73/11/11
73/12/09
74/01/Ort
7
-------
STORET RETRIEVAL DATE 75/02/03
                                                                  4207B1
                                                                 40 22 17.0 075 31  33.0
                                                                 W BRANCH PEKKIOMEN Ck
                                                                 42      7.5 SASSAMANSYIL
                                                                 T/GWEEN  LANt KE5
                                                                 btC HO BHUb .3 HI  it OF PA H*Y 663
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
73/05/19
73/06/13
73/07/17
73/08/12
73/09/10
73/10/17
73/H/ll
7J/12/09
74/01/08
74/02/14
74/02/2b
74/03/13
74/03/26
74/04/16
00630 00625
TIME DEPTH N02MM03 TOT KJEL
OF N-TOTAL N
DAY FEET
09
12
09
It
06
£7
15
13
09
16
14
OH
11
08
40
00
50
15
30
t5
00
35
00
55
30
35
25
52
MG/L
1.
1.
1.
1.
1.
1.
1.
2.
3.
2.
2.
2.
2.
2.
400
700
800
300
440
400
520
100
200
400
520
810
640
200
MG/L
0.
0.
1.
0.
0.
1.
1.
1.
0.
0.
0.
0.
0.
0.
420
800
050
215
670
500
000
300
200
400
300
30k)
300
300
00610 00671 006&5
NH3-N PriOS-DIS PHOS-TOT
TOTAL Oft rHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
027
040
042
027
027
060
OS>2
060
036
045
022
030
020
020
MG/L
0.
0.
0.
0.
0.
u.
0.
0.
0.
0.
0.
o.
0.
0.
p
031
048
OB3
105
132
200
lt>8
152
036
035
040
025
030
020
MG/L P
0.055
u.130
0.115
0.125
0.150
0.230
u.190
U.390
O.U50
0.040
0.070
0.040
O.OtS
0.035

-------
STOrtET RETRIEVAL DATE 75/02/03
                                                                  42G7AA          PH4207AA     P000125
                                                                 *»0 21 37.0 075 30 48.0
                                                                 CANDLE; WYCK  INN  
-------
STOKET KETRIEVAL DATE 75/02/03
  DATE
  FROM
   TO

73/12/Oh
74/01/31
TIME DEPTH
 OF
LJAY  FEET

09 00
11 15
                                                         4207A6          TK4207A6
                                                        40 24 15.0 07S 31 37. 0
                                                        THE HILLSBUrtY COMPANY
                                                        42      7.5 GKEENVILLE
                                                                    RESEKVuIH
                                                                                               P000677
                                                                 KE^KIOMEN
                                                                 11EPALES
                                                                                     0000 FEET  DEPTH
0630 0062S
t,N03 TOT KJEL
OTAL N
G/L MG/L
0.100 ll.bOO
0.2CU 14.000
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL OKTHO
Mb/L MG/L P MG/L P !
0.140 14.700 22.000
U.110 25.000 30.500
50051 500b3
FLOW CONDUIT
RATE FLOW-MGD
LlSibT MGO MONTHLY
0.0n4 0.014
0.014 0.023

-------
STORET RETRIEVAL DATE 75/08/03
                                                                  42U7bA          AS4207BA     P001200
                                                                 40 23 03.0 075 34 52.0
                                                                 BALLY
                                                                 42      7.5 EAST  GrtEENVI
                                                                 f/OrttEN LANE LAKE
                                                                 WEST  tfRANCH PERK10MEN CREEK
                                                                 11EPALES             2141204
                                                                 4                   0000  F££T   DEPTH
DATE
FROM
TO
73/08/16
73/09/13
73/iO/ll
73/12/02
74/01/15
74/01/31
74/03/07
74/04/26
74/05/30
74/06/20
74/07/18
7<*/08/27
00630
TIME DEPTH N02MM03
OF .M- TOTAL
DAY FEET
06
06
08

09
09
08
08
11
11
10
H
45
30
25

00
00
30
30
15
15
20
35
MG/L
0.940
J.700
1.320
0.270
7.000
14.000
3.120
15.000
12.600
0.660
4.350
6.800
00625
TOT KJtL
N
MG/L
26.600
17.000
27.000
44.000
5.900
6.100
13.000
7.200
19.000
31.000
19.000
25.000
00610 00671
NH3-N PHOS-DIS
TOTAL OWTHO
MG/L
3.700
4.400
13.700
16.000
0.250
1.600
2.800
0.690
2.100
11.380
0.050K
7.300
MG/L P
2.900
8.620
10.000
13.000
3.200
H.600
4.500
3.600
7.600
5.700
5.800
8.400
00665
PHOS-TOT
50051 50053
FLOW CONDUIT
KATE FLOrt-MGD
Mii/L P 1NST MOD MONTHLY
3.000
9.400
10.000
17.00U
3.900
5.300
5.100
•+.400
9.950
tt.lOO
8.100
B.t>00
0.072
0.065
0.058
0.035
0.085
0.056
0.064
a. 090
O.U63
0.085
0.070
0.085
0.070
0.060
0.060
0.052
0.060
0.060
0.060
O.ObS
0.060
0.060
I). 074
0.072
                         K  VALUE  KNOWN  TO  BE
                         LESS  THAN  INDICATED

-------
STORET RETHIEVAL JJATE 75/02/03
 4207AA          TF4207XA
40 24 05.0 075 31 21.0
UPPtR MONTGOMERY
42      7.5 EAST G
T/GREEN LANE LAKE
PERKIOMEN CREEK
HtPALES
4
                                                                                                P005500
                                                                                       2141204
                                                                                      0000  FEE!   DEPTH

DATE
FROM
TO
73/06/19
CP-
73/06/19
73/07/19
CPITJ-
73/07/19
73/08/23
CP(T>-
73/08/23
73/09/20
CP(T)-
73/09/20
73/10/18
CP(T>-
73/10/lU
73/11/19
CP(T)-
73/11/19
73/12/27
CPtT)-
73/12/27
74/01/29
CP(T)-
74/01/29
74/02/26
CM(T)-
74/0 2/2H
74/U 3/27
CP(T>-
74/U3/27
74/04/25
CP < T 1 -
74/04/25
74/05/23
CP (T) -
74/05/23


TIME DEPTH
OF
DAY
OS

16
07

16
07

16
06

16
07

16
07

17
07

17
U7

16
U7

16
07

16
07

16
07

16

FEET
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00

00
00630
N02UJ03
N-TOTAL
MG/L

1.160


4.100


3.320


ll.06b


3.100


4.000


3.100


1.560


0.720


0.72U


2. IbO


U.400

00625
TOT KJEL
N
MG/L

19.250


14.000


27.300


16.000


27.500


28.000


5.600


9.500


35.000


15.500


22.000


20.000

                                          U0610     00671     00665     50051      50053
                                         Nrt3-N    PHOS-DIS  PHOS-TOT    FLOW     CONDUIT
                                         TOTAL     ORTHO                HATE     FLO*-H(3L>
                                          MO/L     MG/L P    MG/L ?    1NST MGD   MONTHLY
                                           6.200
                                           2.100
                                           0.190
                                            1.6UO
                                           4.400
                                            7.000
                                                     9.300     10.500
                                           3.500     6.400
                                                                7.700
                                                     11.000     14.000
                                                     5.300     9.IOC
                                                     4.300     6.900
                                                                         0.430
                                                     12.000     13.000      0.392
                                                                          0.671
                                           4.000     4.200      5.600      0.711
                                            7.700     6.200     d.100      0.560
                  0.659
                                                     4.300     10.500     0.401      0.707
                                                    12.650     lb.000      0.331      0.606
        0.541     0.380
                                                                          0.372      u.573
                                                                                    0.444
                                                     0.98S     2.000      3.820      0.451
                                                     2.640     3.600      1.2t)0      1.49U
                                                                                    1.440
                                                                                    O.YOO
                                                                                    1.160
                                                                                    1.4VO

-------
STORE! RETRIEVAL DATE 75/02/03
                                                                  4207XA          TF4207XA     P005500
                                                                 40 24 05.0 075 31 21.0
                                                                 UPPER MONTGOMERY -
74/06/27

TIME DEPTH
OF
DAY FEET
07 00

16 00
00630
N02*.NG3
N-TOTAL
MG/L

4.500

00625
TOT KJEL
N
MG/L

16.000

00610
NH3-N
TOTAL
MG/L

3.800

00671
PHOS-DIS
ORTHO
MG/L P

5.600

00665
PHOS-TOT

MG/L P

6.900

50051
FLOW
RATE
1NST MGO

0.433

50053
CONOU1T
FLO*-MGI
MONTHLY

0.83


-------
SrOHET RETRIEVAL DATE 75/02/10
                                                                  420721          AS420721     P000400
                                                                 tQ 20 49.0 075 29 07.0
                                                                 NOKFEAbT 61BLE INSTITUTE
                                                                 42      7.5 PtftKIOMENViL
                                                                 0/GKEEN LANE
                                                                 GrttEN LANE
                                                                 HEPALES             2141204
                                                                 4                   0000 FEET  DEPTH
                      U063U     00625
  OATt   TIME DEPTH N02^N03   TOT KJEL
  FROM    OF        N-TOTAL
   TO    DAY  FEET    MG/L
73/07/26 08 00
CPtT)-
73/07/26 15 00
73/08/31 08 00
CP ( T I -
73/08/31 15 00
73/09/06 08 00
CP(T>-
73/y9/08 15 00
7.5/10/30 08 00
CP-
7J/10/30 14 00
73/J2/06 08 00
CP ( T ) -
73/12/06 It 00
7J/12/2? 09 00
CP ( T I -
73/12/22 1^ 00
74/02/07 08 00
CP ( T I -
74/02/07 14 00
74/OJ/Ob 08 00
o-
74/07/11 13 00
0.660
0.580
0.360
O.OBO


0.880


0.360


2,240


u.052
          N
         MG/L
0.210    32.000
25.UOO


12.300


 5.900
          4.300
0.160    40.000
32.000
                                20.000
                                16.000
          00610     00671     00663     50051     50053
         NH3-N    PHOS-01S  PhOS-TOT    FLOW    CONDUIT
         TOTAL     ORTHO                HATE    FLOW-MGL)
          MG/L     MG/L P    MG/L P   INST HbO  MOMTHLt
                    7.000
46.000    24.000
                     3.300     4.b40     0.006     0.007
                              4.100
                   13.000     4.520
                                        4.4QO     0.005
                                        b.600
                                                            0.006
                                                  0.005     0.006
                    0.086     2.100     J.OOO     0.005     0.006
                    0.1UO     1.260     1.700     0.005     J.OU6
                    0.210     J.dJO     1.600     0.004     O.U05
                    O.HOO     9.dOO    15.000     0.006     O.OU7
           9.00U     6.7UO    10.bOO     U.006     0.007
                     1.250     2.100     0.006     O.OU5
                                           4.500     5.200     6.6uO     0.007     0.006
                                           2.100     3.300     4.600     0.004     0.006
b.SOO    11.UOO     0.004     0.004

-------
STORtT RETRIEVAL DATE 75/02/10
                      00630
  DATt   TIME DEPTH N02&N03
  FROM    OF        N-TOTAL
   TO    UAY  FtET    Mb/L
74/08/27 08 00

74/08/27 13 00
                       0.240
4.300
                                                                  42U721          AS420721     P000400
                                                                 40 20 49.0 075 29 07.0
                                                                 NOrtTEAST BlbLE INSTITUTE
                                                                 42      7.5 PEHK10MENV1L
                                                                 U/GHEEN LANE t*ESEKVOIrt
                                                                 GKEEN LANE REbEHVOIK
                                                                 HEPALES             2141204
                                                                 4                   0000 FEET  DEPTH
00625
TOT KJEL
N
MG/L
00610
NH3-N
TOTAL
MG/L
00671
PHOS-OIS
OrtTHO
MG/L P
00665
PHOS-TOT

MG/L P
500S1
FLOW
RATE
INST MGD
50053
CONDUIT
FLOW-MGD
MONTHLTC
0.050K
7.700
0.005
0.005
                   K  VALUE  KNOWN  TO  BE
                   LESS  THAN  INDICATED

-------
STORE! RETRIEVAL DATE 75/02/10
                                                                  420731           AS420731      P000120
                                                                 40 22 20.0 075  30  37.0
                                                                 GREEN HILL MOBILE  PARK
                                                                 42       7.5 SASSAMANVILL
                                                                 0/GREEN  LAIME RESERVOIR
                                                                 GREEN LANE. RESERVOIR
                                                                 11EPALES             £141204
                                                                 4                   0000 FEET   DEPTH
DATE
FROM
TO
73/00/26
73/07/19
73/08/09
73/09/11
73/10/10
73/11/13
73/12/11
7W01/22
74/U3/26
74/0<*/U8
7i*/0i/i)3
74/06/13
74/08/06
0063J
TIME DEPTh ^U2t>N03
OF ^4-TUTAL
DAY FEET

11
14
14
09
09
13
10
1)
10
10
10
i2

30
00
00
00
00
30
00
00
OU
00
00
00
MG/L
1
(,
0
0
2
0
2
1
64
0
d
ti
j
.050
.100
.170
.154
.100
,ObO
.200
.440
.980
.920
.280
.080
.1U4
00625
TOT KJEL
N
MG/L
1.800
52.500
11.000
25.200
13.000
29.500
16.500
17,000
27.000
15.000
35.000
42.000
27.000
00610
NH3-N
TOTAL
MG/L
0.058
28.000
0.320
lu.OOO
0.850
16.600
0.645
2.000

t.700
13.800
21.750
14.500
00671
PHOS-DIS
ORTHO
MG/L P
8.200
11.200
3.800
12.000
12.000
12.150
3. 740
1.600
8.000
4.200
9.750
0.420
6.250
00665
PHOS-TOT
MG/L
9.
15.
13.
13.
12.
14.
6.
2.
lu.
5.
11.
36.
7.
50051 50053
FLOW CONDUIT
RATE FLOW-MGi)
P INST MGO MONTHLY
050
000
000
500
000
500
000
400
500
Y80
500
7i)0
100
U.007
0.007
0.007
O.uO?
0.007
0.007
0.007
0.008
0.008
0.007
0.007
0.007
0.007
0.007
0.007
0.007
0.008
0.007
0.00?
0.007
o.ooa
0.008
0.007
0.007
0.007
0.007

-------