A HANDBOOK OF
CONSTRUCTED WETLANDS
                   a guide to creating wetlands for:
                    AGRICULTURAL WASTEWATER
                       DOMESTIC WASTEWATER
                        COAL MINE DRAINAGE
                             STORMWATER

                     In the Mid-Atlantic Region
                          Volume
          GENERAL CONSIDERATIONS
                                          1

-------
f

-------
                                             ACKNOWLEDGMENTS
                                                                                                                                   1
any people contributed to this Handbook. An Interagency Core Group provided the initial impetus for the Handbook, and later provided
.idance and technical input during its preparation. The Core Group comprised:
irl DuPoldt, USDA • NRCS. Chester. PA
abort Edwards. Susquehanna River Basin Commission.
Harrisburg. PA                        •
imonte Garber. Chesapeake Bay Foundation. Harrisburg. PA
arry Isaacs. USDA - NRCS. Harrisburg. PA
sffrey Lapp. EPA, Philadelphia. PA
imothy Murphy. USDA - NRCS. Harrisburg. PA
llenn Rider. Pennsylvania Department *f Environmental
Resources, Harrisburg. PA
                Melanie Sayers, Pennsylvania Department of Agriculture. Harrisburg,. PA
                Fred Suffian. USDA • NRCS. Philadelphia, PA
               . Charles Takita, Susquehanna River Basin Commission. Harrisburg, PA
                Harold Webster, Perm State University, DuBois. PA.

                                                   s
                                                  -ij
lany experts on constructed wetlands contributed by providing information and by reviewing and commenting on the Handbook. These
ndividuals included:                                                         •             -                           .
Robert Bastian, EPA .Washington, DC
IVilliam Boyd. USDA - NRCS. Lincoln, NE
Robert Brooks. Perm State University,
 University Park, PA
Donald Brown. EPA. Cincinnati. OH
Dana Chapman, USDA - NRCS, Auburn. NY
Tracy Davenport. USDA - NRCS, Annapolis,
 MD
Paul DuBowy. Texas A & M University,
 College Station, TX
Michelle Girts, CH2M HILL, Portland, OR
Robert Hedin, Hedin Environmental,
 Sewickiey, PA
William Hellier, Pennsylvania Department of
 Environmental Resources, Hawk Run. PA
Robert Kadlec, Wetland Management
 Services. Chelsea. MI
Douglas Kepler, Damariscotta, Clarion.. PA
Robert Kleihmann. US Bureau of Mines.:
  Pittsburgh. PA
Robert Knight. CH2M HILL, Gainesville, FL
Fran Koch. Pennsylvania Department of
 Environmental Resources, Harrisburg. PA
Eric McCleary. Damariscotta. Clarioh..PA
Gerald Moshiri. Center for Wetlands and
 Eco-Technology Application, Gulf Breeze,
 PL                        -
John Murtha, Pennsylvania Department-of
 Environmental Resources, Harrisburg. PA
Robert Myers. USDA - NRCS, Syracuse. NY
Kurt Neumiller. EPA.  Annapolis. MD
Richard Reaves, Purdue University, West
  Lafayette. IN
William Sanvillc, EPA. Cincinnati, OH
Dennis Sievers, University of Missouri.
  Columbia, MO
Earl Shaver. Delaware Department of
  Natural Resources and Environmental
  Control. Dover, DE
Daniel-Seibert. USDA • NRCS. Somerset, PA
Jeffrey Skousen, West Virginia University;-:
 Morgantown, WV
Peter Slack, Pennsylvania-Department of
 Environmental Resources, Harrisburg. PA
Dennis Verdi. USDA - NRCS. Amherst. MA
Thomas Walski. Wilkes University. Wilkes-
 Barre. PA
Robert Wengryznek. USDA - NRCS. Ororio,
 ME
Alfred Whitehouse. Office of Surface
  Mining. Pittsburgh. PA
Christopher Zabawa, EPAi Washington. DC.
 This document was prepared bv Luise Davis for the USDA-Natural Resources Conservation Service and the US Environmental ?***ซป
 Aoencv-Region HI. in cooperation with the Pennsylvania Department of Environmental Resources. Partial funding ha, been pnmded with
 nonpoint source management program funds under Section 319-of the Federal Clean Water Act.
 The findings, conclusions, and recommendations contained to the Handbook do not necessarily represent the policy of the USDA - NRCS
 Si Regifn HI. the Commonwealth of Pennsylvania, or any other state in the northeastern United States concenung the use of constructed
 wetlands for the treatment and control of nonpoint sources of pollutants.  Each state agency should be consulted to determ.ne speafic
 programs and restrictions in this regard.                                     •

                                                                                    •                             PS5384RSF.7-

-------

-------
                                           VOLUME 1
                                   TABLE OF CONTENTS
CHAPTER 1.  INTRODUCTION ..... ... ..... ..'.". ........ - .............................. ••••- ......... ••• ................... ..... : .......... "; ...... "-5

CHAPTER 2. CONSTRUCTED WETLANDS AS ECOSYSTEMS . ............... . ............ :.:... ....... '. ........ ..... ............. .... 7
           What Are Wetlands? ..................... . ......... • ................ ........... : .................... ••- ............. ••;•-.• ............... " 7
           Wetland Functions and Values .......... ...................................... • ......... ............... •' ............ • ......... ...... • ..... 7
           Components of Constructed Wetlands ........ ...... ......................... • ................ - ............... ••••• ...... • .......... 8
               Water .. ...................... ป•• .............. ••• ........ • ........... •- ........ • ........................ • ...... """ .......... " .......... "" 8
               Substrates, Sediments, and Litter ........... - ............ • ................................ •.— ................. ••— ............ • 8
               Vegetation ....... .: ............. • ........................................ • .......... "" ............. :*""- ........... : .................... ~ 8
               Microorganisms ............. ........... • ............ • .................. — • [[[
               Animals .... ................... ......... ....... • ...... •— • ........... • ..... •• ............ — ....... • ....... • ................ • ..... : ......... •"
               Aesthetics and Landscape Enhancement — ..... ................. — • ......... ............... — — .................... :10

CHAPTER 3;  CONSTRUCTED WETLANDS AS TREATMENT SYSTEMS' ............................. ..., ....... •• ..... ........11
            How Wetlands Improve Water Quality .................................. • ........... ••••• ..... - ......... - .......... • ....... ••••  al
            Advantages -of Constructed Wetlands ............... ... ................ .- .................. ..:............... ............. . ......... .  11
            Limitations of Constructed Wetlands..... .................................... • .......... • ............ — ....... ' ...... — ..........  **  .
            Types of Constructed Wetlands ........ ....... ..... ........... ........ : ............ .............. ..................... ........ ...... ••-•  12:;
               Surface Flow Wetlands....... ................... . ............ ป ............... — ............. -•••••- ................................ 13
               Subsurface Flow Wetlands..... ................. • ........... .............. ...... . ............... ••• ................... —• ......... 13
               Hybrid Systems ................. ;..:...... .............. . ............... ป- ....... ••••:••• ............ •••• ............................. 13
            Winter and Summer Operation ... ....... .. ........................... — : ............................. — — •• ........................ 13
            Creation of Hazard ........................... . .......... ................... • .......... • ..... — ••— .................. ; ................. ; .....
            Change and Resilience ........................ . .......................... •— • .......................... • ..... • ............................. •

 CHAPTER 4. GENERAL DESIGN OF CONSTRUCTED WETLANDS ................... ... ........... "..'. ............ ................. I7
            Design Considerations ......... . .................................. • ..... • ...... - ............ •• ..................... •••"" ...................
            Planning ............................... ปv ....... •••••••• ...... • ....................... • ........... — " ............... ...........................  fl
            Site Selection ... ................................ . ............. •'— ป ................................................. • ...........................
                Land Use and Access..... .......................... — • ............ • ............................... r .............................. ""
                Land Availability
                Topography
                Environmental Resources ............... . — . ........ ................... ........................... •• ................. • ............ x
            Permits and Regulations ..................... • ................ • .................................. • ......... • ........................... .""
            Structures ........... ..... .............................................. • .............. • ........ • ................... ' .......................... '""
                CeUs ............ .......... ,.......,. ......................... ...; .......... • .................... ••; ........... • ................ ;•••—- f0
                Liners ..... .................. . ......... ป. ...... ..................................... ; ...................... "" .................... ' ....... -~
                Flow ControlStructures ....... [[[ : .........................................
                   Inlets .... .......... .... .............. ..... ..... - ....................... — : ........ •• .......................................... ' ............ "
                   Outlets .......................... . ....... . ........ '••••• ............. • .............. • ............. """ .......... ...... ........ ; ......... •*'

-------
Chapters.  HYDROLOGY	•	."••'•	''
           Climate and Weather	:	•	•	...........	- 4ป-
          •Hydropetfod	~	••	•••	*	'	j*jj'
           Hydraulic Residence Time	•	•	'""'OR
           Hydraulic Loading Rate	-	•	~ 26
           Groundwater Exchange.....	—-	•	"	"	*	76
           Evapotranspiration	:	••••	""••	'	""	
           Water Balance	:	    *"	'	—•••••——••   	••

Chapters. SUBSTRATES	-.	•	•	'	•--•—	""—"""29
           sou	•.	•	•"•;	30
           Sand and Gravel	;	^
           Organic Material	.".....,	-r	•	••	'	"".	""

Chapter?. VEGETATION	•	•	:•••;	"	~	'.	J*
           Selecting iPlants.	•	•	:	'	"	
               Surface Flow Wetlands	•	•	•	"
               Subsurface Flow Wetlands	•	••	••	••	•—	•	•	~4
           Sources of Plants	•	••	*	'""	
               Seeds.	—	;	•••	>	v	•	•	'	**
               Wetland Soil....'.	.-.	••	-	'	'	"...
               Rhizomes.Tubers. and Entire Plants	-	-	T-	•	••••	'	**
           When To Plant	-	—	•"""	'	'•"&
           Site Preparation	ป••-•	•	•	" „.
           How To Plant	•	;	•-"	'	-"	• J
             •  Surface Flow Wetlands	•	•	"	
               Subsurface Flow Wetlands	•••.•••.•	••	   _
           Establishing and Maintaining Vegetation	-"	-	•	•	-

                                                                                                  39
 Chapters. CONSTRUCTION.	•	-•	""	~	"	3g
            Construction Plans	•	*	*	•„•	•	"V	ฐ	"" _g
            Pre-Construction Activities	•	•	39
            Construction Activities	••	•	'	""	40
            Inspection, Startup, and Testing	—	—	"—	""'"•	

 Chapter 9. OPERATION, MAINTENANCE, AND MONITORING	-	•	-.-	ซ
            Operation and Maintenance	•—	•	•;	•	•	^
                Operation and Maintenance Plan	•	•'•	"••"	"
               .Hydrology	-	:	:	"""""	"" 41
                Structures:....	•	•	••	*	*	*    "	'	42
                Vegetation;.	...............~	•	••	—•••••	^
                Muskrats	•	"'  """"   "	"  ""  42
                Mosquitoes	•	•	*	"	  43
            Monitoring	"•	••.•	•	..."   ^
                Monitoring Plan	•	••	'	*"	"  43
                Monitoring for Discharge Compliance	-	••	' 43
                Monitoring for System Performance	:	•	44
                Monitoring for Wetland Health	•	

-------
REFERENCES	ป	•••	-	ป—	-.—	•—•	45


PHOTOGRAPHS	•	•	 47
                                   LIST OF TABLES                                              1

Table 1. Emergent plants for constructed wetlands	-	•	-	32



                                  LIST OF FIGURES

 Figure 1. Surface flow and subsurface flow constructed wetlands	•ป	12
 Figure 2. Inlet and outlet designs	—	•	—	•	^
 Figure 3. Influent splitter box	ซ••-	•	—	"	"

-------
i

-------
                                       CHAPTER 1
                                    INTRODUCTION
   Natural processes have always cleansed
water as it flowed through rivers, lakes, streams,
and wetlands. In the last several decades,
systems have been constructed to use some of
these processes for water quality improvement.
Constructed wetlands are now used to improve
the quality of point and nonpoint sources of
water pollution, including stormwater runoff,
domestic wastewater. agricultural wastewater;
and coal mine drainage. Constructed wetlands
are also being used to treat petroleum refinery
wastes, compost and landfill leachates, fish
pond discharges, and pretreated industrial
wastewaters, such as those from pulp and paper
mills, textile mills, and seafood processing.  For
some wastewaters, constructed wetlands are the
sole treatment; for others, they are one compo-
nent in a sequence of treatment processes.
    One of the most common applications of
constructed wetlands has been the treatment of -
primary or secondary domestic sewage effluent.
Constructed wetland systems modelled after
those for domestic wastewater are being used to
treat the high organic loads associated with •
agriculture.  A large number of wetlands have
been constructed to treat drainage from active
 and abandoned coal mines and more than 500
 such systems are operating in Appalachia alone.
The use of constructed wetlands to control:
 stormwater flows and quality is a recent applica-
 tion of the technology and the number of such
 systems is increasing rapidly.
     The treatment of wastewater or stormwater
 by constructed wetlands can be a low-cost, low-
 energy process requiring minimal operational
 attention. As a result of both extensive research
 and practical application-, insight is being gained
 into the design, performance, operation, and
 maintenance of constructed wetlands for water
 quality improvement.  Constructed wetlands can
 be sturdy, effective systems.  However, to be
 effective, they must be carefully designed,
 constructed, operated, and maintained.
                                                                                                           1
                                                                                                           •  -4
                                                                                                             \
    This Handbook has been prepared as a
 general guide to the design, construction, opera-
 tion, and maintenance of constructed wetlands
 for the treatment of domestic wastewater, agri-
 cultural wastewater, coal mine drainage, and
 stormwater runoff in the mid-Atlantic region.
 The Handbook is not a.design manual, the use
 of. constructed wetlands to improve water quality
 is a developing technology. Much is not yet   '  •
 understood, and questions remain regarding the
 optimal design of wetland systems and their
 longevity. As our experience with these systems
 increases, the information offered here will be
 replaced by more refined information. The
 Handbook should be used with this clearly in : •
 mind.
     The Handbook is divided into five volumes.
 This, the first, provides information common to  ..
 all types of constructed wetlands for wastewater
 and runoff. It is to be used in conjunction with
 an accompanying volume that provides informa-
 tion specific to a particular type of wastewater or
- runoff.  The other volumes in the series are
 Volume 2: Domestic Wastewater, Volume 3:
 Agricultural Wastewater, Volume 4: Coal Mine
 Drainage, and Volume 5: Stormwater Runoff.
 While constructed wetlands are being used to
 treat other kinds of wastewater, such  as indus-
 trial wastewaters. a discussion of these applica-
 tions is beyond the scope of this Handbook.
 However, the information presented here may be
 useful in developing other applications.
     A number of conferences on constructed •
 wetlands have been held recently. The proceed-
  ings of these conferences include experimental
  and operational data from wetland systems built
  to treat a number of different kinds of wastewa-
  ters and runoff, and present detailed discussions
  of process kinetics and system design. Proceed-
  ings from three well-known conferences are:
  Moshiri, G. A. (ed.) 1993. Constructed Wetlands
  for Water Quality Improvement. CRC Press, Boca
  Raton. FL. 632^pp.
                                       VOLUME 1: GENERAL CONSIDERATIONS.

-------
Cooper, P. FM and B. C. Findlater (eds.> 1990.
Constructed Wetlands in Water Pollution Control.
Proceedings of the International Conference on
the Use of Constructed Wetlands in Water Pollu-
tion Control, Cambridge, UK, 24-28 September.
WRc,' Swindon, Wiltshire, UK. 605 pp.
Hammer, D. A. (ed.) 1989. Constructed Wetlands.
for Wastewater Treatment: Municipal, Industrial
and Agricultural. Lewis Publishers, Chelsea, MI.
831 pp.
Conferences and published1 information continue
to become available as more constructed wetland
systems are built and monitored.
                           VOLUME 1: GKNKKAI. CONSIOKKATIONS

-------
                                      . CHAPTER2
                 CONSTRUCTED WETLANDS AS ECOSYSTEMS
   Constructed wetlands for water treatment   .
are complex, integrated systems of water,
plants, animals, microorganisms, and the
environment. While wetlands are generally
reliable, self-adjusting systems, an understand-
ing of how natural wetlands are structured and
how they function greatly increases the likeli-
hood of successfully constructing'a treatment.-
wetland. This chapter provides an overview of
the major components 'of wetland ecosystems
and of the most important processes that affect
water treatment.             '
      WHAT ARE WETLANDS?

    Wetlands are transitional areas between land
and water. The boundaries between wetlands
and uplands or deep water are therefore not
always distinct. The term "wetlands" encom-
passes a broad range of wet environments,
including marshes, bogs, swamps, wet meadows,
tidal wetlands, floodplains, and. ribbon (riparian)
wetlands along stream channels.
    All wetlands - natural or constructed, fresh-
water or salt - have one characteristic in com-
mon: the presence of surface  or near-surface
water, at  least periodically. In most wetlands,
hydrologic. conditions are such that the substrate
is saturated long enough during the growing
season to create oxygen-poor conditions in the
substrate. The lack of oxygen creates reducing •
(oxygen-poor) conditions within the substrate.
and limits the vegetation to those species that are
adapted to low-oxygen environments.
    The hydrology of wetlands is generally one
of slow flows and either shallow waters or
saturated substrates. The slow flows and shal-
low water depths allow sediments to settle as the
water passes through the wetland.  The slow  .
flows also provide prolonged contact times
between the water and the surfaces within the
wetland. The complex mass of organic and
inorganic materials and the diverse opportunities
for gas/water interchanges foster a diverse commu-
nity of microorganisms that break down or trans-
form a wide variety of substances.
   Most wetlands support a dense growth of
vascular plants adapted to saturated conditions.
This vegetation slows the water, creates .micrpenvi-
ronments within the water column, and provides
attachment sites for the microbial community.
The litter that accumulates as plants die back in
the fall creates additional material and exchange
sites, and provides a source of carbon, nitrogen,
and phosphorous to fuel microbial processes.
    .   WETLAND FUNCTIONS
              AND VALUES
    Wetlands provide a number of functions and-"
values. (Wetland functions are the inherent
processes occurring in wetlands; wetland values
are the attributes of wetlands that society per-
ceives as beneficial.)  While not all wetlands
provide all functions and values, most wetlands
provide several. Under appropriate circumstances.
constructed wetlands can provide:
• water quality improvement  '
• flood storage and the desynchronization of storm
  rainfall and surface runoff •
• cycling of nutrients and other materials
• habitat for fish-, and wildlife
• passive recreation, such as bird watching
  and photography
• active recreation, such as hunting
• education and research       .   .

• aesthetics and landscape enhancement.
                                      VOLUME l:~ GENERAL CONSIDERATIONS  '

-------
           COMPONENTS OF
     CONSTRUCTED WETLANDS
                   i
   A constructed wetland consists of a properly-
designed basin that contains water, a substrate, and,
most commonly, vascular plants. These components
can be manipulated in constructing a wetland. Other
important components of wetlands., such as the
communities of microbes and aquatic invertebrates.
develop naturally.

                         *     •
WATER
   Wetlands are likely to form where landforms
direct surface water to shallow basins and where a
relatively impermeable subsurface layer prevents the
surface water from seeping into the ground. These
conditions can be created to construct a wetland.  A  .
wetland can be built almost anywhere in the land-
scape by shaping the land surface to collect surface
water and by sealing the* basin to retain the water,
   Hydrology is the most important design factor in
constructed wetlands because it links all of the
functions in a wetland and because it is often the '.
primary factor in the success or failure of a con- .
structed wetland.  While the hydrology of con-
structed wetlands is not greatly different than that of
other surface and near-surface waters, it does differ in
several important respects:
* smail changes in hydrology can have fairly signifi-
  cant effects on a wetland and its treatment effec-
  tiveness ,                          •    •    -
• because bf the large surface area of the water and
  its shallow depth, a wetland system interacts
  strongly with the atmosphere through rainfall and
  evapotranspiration (the combined loss of water by
  evaporation from the water surface and loss.
  through transpiration by plants)

* the density of vegetation of a*wetland strongly affects
  its hydrology, first, by obstructing flow paths as the
  water finds its sinuous way through the network of
  stems, leaves, roots, and rhizomes and, second, by
  blocking exposure to wind and sun.
SUBSTRATES, SEDIMENTS, AND LITTER
   Substrates used to construct wetlands in-
clude soil, sand, gravel, rock, and organic
materials such as compost.  Sediments and litter
then accumulate in the wetland because of the  -
low water velocities and high productivity
typical of wetlands. The substrates, sediments,
and litter, are important for several reasons:
• they support many of the living organisms in
  wetlands
• substrate permeability affects the movement of
  water through the wetland
• many chemical and biological (especially
  microbial) transformations take place within
  the substrates
• substrates provide storage for many.
  contaminants
• the accumulation of litter increases the amount
  of organic matter in the wetland. Organic matter
  provides sites for material exchange and micro-
  bial attachment, and  is a source of carbon, the
  energy source that drives some of the important
  biological reactions in wetlands.
    The physical and chemical characteristics of •
soils and other substrates are altered'when they
are flooded..  In a saturated substrate, water
replaces the atmospheric gases in the pore
spaces and microbial metabolism consumes the
available oxygen. Since oxygen is consumed
more rapidly than it can be replaced by diffusion
from the atmosphere,  substrates become anoxic
(without oxygen).  This reducing environment is
important in the removal of pollutants such as
nitrogen and metals.
 VEGETATION         .
    Both vascular plants (the higher plants) and
 non-vascular plants (algae) are important in
 constructed wetlands. Photosynthesis by algae
 increases the dissolved oxygen content of the
 water which in turn affects nutrient and metal
                           VOLUME 1:  GENKKAI. CONSIDERATIONS

-------
                                                                                                          1
reactions. Vascular plants contribute to the
treatment of wastewater and runoff in a
number of ways:

• they stabilize substrates and limit
  channelized flow

• they slow water velocities, allowing sus-
  pended materials to settle

• they take up carbon, nutrients, and trace-
  elements and incorporate them into plant
  tissues
 • they transfer gases between the atmosphere
  and the sediments
 • leakage of oxygen from subsurface plant
  structures creates oxygenated microsites
  within the substrate
 • .their stem and root systems provide sites
  for microbial attachment      -

 • they create litter when they die and decay.
     Constructed wetlands are usually planted
 with emergent vegetation (non-woody plants,
 that grow with their roots in the substrate
 and their stems and leaves emerging from
 the water surface). Common emergents
 used in constructed wetlands include
 bulrushes, cattails, reeds, and a number of  •
 broad-leaved species.  .


 MICROORGANISMS.
     A fundamental characteristic of wetlands is
 that their functions are largely regulated by
 microorganisms and their metabolism (Wetzel
 1993).  Microorganisms include bacteria, yeasts,
 fungi, protozoa, a'nd algae; The microbial
 biomass is a major sink for organic carbon and
 many nutrients. Microbial activity:

 • transforms a great number of organic and
   inorganic substances into innocuous or
   insoluble substances
• alters the reduction/oxidation (redox) condi-
  tions of the substrate and thus affects the*
  processing capacity of the wetland

• is involved in the recycling of nutrients.

   Some microbial transformations are aerobic
(that is, they require free oxygen) while others
are anaerobic (they take place in the absence of
free oxygen). Many bacterial species are faculta-
tive anaerobes, that is, they are capable of func-
tioning under both aerobic and anaerobic condi-
tions in response to changing environmental
conditions.
 .   Microbial populations adjust to changes in
the water delivered to them. Populations of
microbes can expand quickly when presented
with suitable energy-containing materials. When
environmental conditions are ho longer suitable,
many microorganisms become dormant and can
remain dormant for years (Hilton 1993)..
    The microbial community of a constructed ~~
wetland can be affected by toxic substances,
such as pesticides and heavy metals, and care
must be taken to prevent such chemicals from
being introduced at damaging concentrations.


 ANIMALS  .   .
    Constructed wetlands provide habitat for a
 rich diversity of invertebrates and vertebrates.
 Invertebrate animals, such as insects and worms.
 contribute to the treatment process by fragment-
 ing detritus and consuming organic matter. The
 larvae of many insects are aquatic and consume
 significant amounts of material during their
 larval stages,  which may last for several years.
 Invertebrates  also fill a number of ecological
 roles; for instance, dragonfly nymphs are impor- •
 tant predators of mosquito larvae.
     Although invertebrates are the most
 important animals as far as water quality im-
 provement is concerned, constructed wetlands
 also attract a variety  of amphibians, turtles,
 birds, and mammals.
-I
                                       VOLUME 1:'GENERAL CONSIDERATIONS

-------
   Constructed wetlands attract waterfowl and
wading birds, including mallards, green-winged
teal, wood ducks, moorhens, green and great  -
blue herons, and bitterns.  Snipe, red-winged
blackbirds, marsh wrens, bank swallows, red-
tailed hawks, and Northern harriers feed and/or
nest in wetlands:
••4
AESTHETICS AND LANDSCAPE
   ENHANCEMENT
    While wetlands are primarily treatment
systems, they provide intangible benefits by
increasing the aesthetics of the site and enhanc-
ing the landscape. Visually, wetlands are unusu-
ally rich environments. By introducing the
element of water to the landscape, constructed
wetlands, as much as natural wetlands, add
diversity to the landscape. The complexity of
shape, color, size, and interspersion of plants.
and the variety in the sweep and curve of the
edges of landforms all add to the aesthetic
quality of the wetlands.  Constructed wetlands
can be built with curving shapes that follow the
natural contours of the site, and some wetlands
for water treatment are* indistinguishable, at first
glance, from natural wetlands.
                           VOLUME 1: GENERAL CONSIDERATIONS

-------
                                      CHAPTERS
           CONSTRUCTED WETLANDS AS TREATMENT SYSTEMS
   A constructed wetland is a shallow basin
filled with some sort of substrate, usually soil or
gravel, and planted with vegetation tolerant of
saturated conditions.  Water is introduced at one
end and flows over the surface or through the
substrate, and is discharged at the other end
through a weir or other structure which controls
the depth of the water in the wetland.
    HOW WETLANDS IMPROVE
           WATER QUALITY

    A wetland is a complex assemblage of water.
 substrate, plants (vascular and algae), litter
 (primarily fallen plant material), invertebrates
 (mostly insect larvae and worms), and an array
 of microorganisms (most importantly bacteria).
 The mechanisms that are available to improve
 water quality, are therefore numerous and often
 interrelated.  These mechanisms include:
 • settling of suspended partioulate matter
 • filtration and chemical precipitation through
  contact of the water with the substrate and .
  litter
 • chemical transformation    .   :
 • adsorption and ion exchange on the surfaces of
  plants, substrate, sediment, and.litter
 • breakdown and transformation of pollutants by
  microorganisms and plants    -

 • uptake and transformation of nutrients by
  microorganisms and plants

 • predation and natural die-off of pathogens.
    The most effective treatment wetlands are
 those that foster these mechanisms. The specif-
 ics for the various types of wastewater and
  runoff are discussed in the wastewater-specific
  volumes.
          ADVANTAGES OF
    CONSTRUCTED WETLANDS

   Constructed wetlands are a cost-effective and
technically feasible approach to treating waste-
water and runoff for several reasons:

• wetlands can be less expensive to build than
  other treatment options
• operation and maintenance expenses (energy
  and supplies) are low           •
• operation and maintenance require only
  periodic, rather than continuous, on-site labor

• wetlands are able to tolerate fluctuations in
  flow
* they facilitate water reuse and recycling.

In addition:                                '-
 • they provide habitat for many wetland organisms
 • they can be built to fit harmoniously into the
  landscape
 • thev provide numerous benefits in addition to
  water quality, improvement, such as wildlife
  habitat and the aesthetic enhancement of open
  spaces
 • they are an environmentally-sensitive
  approach that is viewed with favor by the
  general public.


            LIMITATIONS OF
     CONSTRUCTED WETLANDS

     There are limitations associated with the use
 of constructed wetlands:
  ซ they generally require larger land areas than
   do conventional wastewater treatment sys-
   tems.  Wetland treatment may be economical
   relative to other options only where land is
    available and affordable.
                                      VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                11

-------
performance may be less consistent than in
conventional treatment. Wetland treatment
efficiencies may vary seasonally in response to
changing environmental conditions, including
rainfall and'drought. While the average perfor-
mance over the year may be acceptable, wetland
treatment cannot be relied upon if effluent
quality must meet stringent discharge standards
at all times.
the biological components are sensitive to toxic
chemicals, such as ammonia and pesticides
flushes of pollutants or surges in water flow may
temporarily reduce treatment effectiveness
they require a minimum amount of water if they
are to survive. While wetlands can tolerate
temporary drawdowns,' they cannot withstand
complete drying.
                                                   Also, the use of constructed wetlands for waste-
                                               water treatment and stormwater control is a fairly  .
                                               recent development.  There is yet no consensus on
                                               the optimal design of wetland systems nor is there
                                               much information on their long-term performance,.


                                                      TYPES OF CONSTRUCTED
                                                               WETLANDS
                                                   There are several types of constructed wetlands:
                                               surface flow wetlands, subsurface flow wetlands,
                                               and hybrid systems that incorporate surface and
                                               subsurface flow wetlands. Constructed wetland
                                               systems can also be combined with conventional
                                               treatment technologies.  The types of constructed
                                               wetlands appropriate for domestic wastewater,
                                               agricultural wastewater, coal mine drainage, and
                                                stormwater runoff are discussed in the wastewater-
                                                specific volumes.
                       Water level is above the ground surface; vegetation is rooted and emerges
                       above the water surface: wafer.flow is primarily above ground
'///////////A
                       WETLAND PLANTS AND WATER


                       SOIL
                       UNER "
                       NATIVE SOIL
                                                                    Surface Flow Wetland
                       Water level is below ground; water flow is through a sand.or gravel bed; roots
                       penetrate to the bottom of the bed             .
                       WETLAND PLANTS

                       • SOIL. SAND. AND GRAVEL
                       LINER
                       NATIVE SOIL
                                                                 Subsurface Flow Wetland
                  Figure 1. Surface flow and subsurface flow constructed wetlands
                          (from Water Pollution Control Federation 1990).
                            VOLUME 1: GENERAL CONSIDERATIONS

-------
SURFACE FLOW WETLANDS                 •

    A surface flow (SF) wetland consists of a
shallow basin, soil or other medium to support the
roots of yegetation, and a water control structure
that maintains a shallow depth of water (figure I).
The water surface is above the substrate. SF
wetlands look much like natural marshes and can
provide wildlife habitat and aesthetic benefits as
well as water treatment. In SF wetlands, the near-
surface layer is aerobic while the deeper waters
and substrate are usually anaerobic.  Stormwater
wetlands and wetlands built to treat mine drainage
and agricultural runoff are usually SF wetlands.
    SF wetlands are sometimes called free water
surface wetlands or, if they are for mine drainage,
aerobic wetlands. The advantages of SF wetlands
are that their capital and operating costs are low,
 and that their construction, operation, and mainte-
 nance are straightforward. The main disadvantage
 of SF systems is that they generally require a larger
 land area than other systems.
 SUBSURFACE FLOW WETLANDS
     A subsurface flow (SSF) wetland consists of a
 sealed basin with a porous substrate of rock or
 gravel. The water level is designed to remain below
 the top of the substrate. In most of the systems in the
 United States, the flow path is horizontal, although
 some European systems use vertical flow paths. SSF
 systems are called by several names, including
 vegetated submerged bed, root zone method, micro-
 bial rock reed filter, and plant-rock filter systems.  .
     Because of the hydraulic constraints imposed
 by the substrate, SSF wetlands are best suited to
 wastewaters with relatively low solids concentra-
 tions and under relatively uniform flow conditions.
 SSF wetlands have most frequently been used to
 reduce 5-day biochemical oxygen demand (BODS)
  from domestic wastewaters^
     The advantages cited for SSF wetlands are
  greater cold tolerance, minimization of pest and
  odor problems, and"! possibly, greater assimilation
  potential per unit of land area than in SF systems.
It has been claimed that the porous medium
provides greater surface area for treatment contact
than is found in SF wetlands, so that the treatment
responses should be faster for SSF wetlands which
can, therefore, be smaller than a SF system de-  .
signed for the same volume of wastewater. Since
the water surface is not exposed, public access
problems are minimal.  Several SSF systems are
operating in parks, with public access encouraged.
    The disadvantages of SSF wetlands are that
they are more expensive to construct, on a unit
basis, than SF wetlands. Because of cost, SSF  •
wetlands are often used for small flows.  SSF
wetlands may be more difficult to regulate than SF
wetlands, and maintenance and repair costs are
generally higher than for SF wetlands. A number of
systems have had problems with clogging and'
unintended surface flows.
 HYBRID SYSTEMS                       —
    Single stage systems require that all of the
 removal processes occur in the same space.  In
 hybrid or multistage systems, different cells are
 designed for different types of reactions. Effective
 wetland treatment of mine drainage may require a
 sequence of different wetland cells to promote
 aerobic and anaerobic reactions, as may the re-
 moval of ammonia from agricultural wastewater.
         WINTER AND SUMMER
                .OPERATION
     Wetlands continue to function during cold
 weather. Physical processes, such as sedimenta-
 tion, continue regardless of temperature, providing
 that the water does not freeze. Many of the reac:
 tions take place within the. wetland substrate,
 where decomposition and microbial activity
 generate enough heatto  keep the subsurface layers
 from freezing. Water treatment will coritinue
 under ice. To create space for under-ice flow,
 water levels can be raised in anticipation of freeze,
  then dropped once a cover of ice has formed.
                                         VOLUME 1:  GENERAL CONSIDERATIONS

-------
                                                                                                          I
     Rates of microbial decomposition slow as
 temperatures drop and the wetland may need to
 be made larger to accommodate the slower
 reaction rates.  For agricultural \vetlands, which
 rely on microbial activity to break down organic
 wastes, it may be prudent to store the wastewa-
 ter in the pretreatment unit during the cold
 months for treatment during the warm months.
 The high flows thai are common in winter and
 spring because of snowmelt, spring rains, and
 high groundwater tables can move water so
 quickly through a wetland tfiat there is not
 enough retention time for adequate treatment.
 Because removal rates are much higher during
 warm weather, the agricultural wetland can
 often be smaller than if the water were treated
 year-round.
     Wetlands lose large amounts of water in the
 summer through evapotranspiration.  The ade-
 •quapy of flow in the summer must be considered
' since it will affect water levels in the wetland and'
 the amount of wetland effluent available for
 recycling (if this is part of the design). A supple^
 mental source of water may be required to main-
 tain adequate moisture in the wetland.
        CREATION OF HAZARD
     The question of hazard arises from the fact
  that, in ecological terms, everything must go
  somewhere. Wetlands are able to degrade,
  transform, or assimilate many contaminants, •
  such nitrogen, and are sinks for some materials.
  For persistent materials, such as phosphorous
  and metals, wetland sinks may become sources
  if not properly constructed and managed. The
  extent to which wetlands retain contaminants
  such as phosphorous and metals is an important
  unknown factor, as are the conditions under
  which wetlands may release stored contami-
  nants. Bioaccumulation and biotoxicity in
  treatment wetlands is not clearly documented
  nor understood.
   Persistent compounds can be a concern.
depending on the constituents in the wastewa-
ter. For instance, mine drainage contains metals
and stormwater carries hydrocarbons deposited
on paved surfaces.  Heavy metals are often
sequestered in wetland sediments that may be
washed out of wetlands during storms, thereby •
providing only a lag time in pollutant dispersal.
Transport of toxic materials in this way is a
concern, as is the transport of phosphorus, an
extremely important factor in the over-enrich-
ment of surface waters.The question of hazard
underscores the importance of designing and
operating constructed wetlands properly and
monitoring them periodically.
                                       •


     CHANGE AND RESILIENCE

    All ecosystems change over time. Wetlands for
wastewater treatment can be expected to change
more quickly than most natural wetlands because
of the rapid accumulation of sediment, litter, and
pollutants. Some natural variability is also inher-
ent in all living systems and is to be expected.
    The change in species composition as eco- '
systems mature is known as succession.  In
general, species diversity increases as ecosys-
tems'mature.  Diversity (the number of species
within a habitat, such as a wetland) is often
considered a measure of ecosystem resilience
 (the ability of the system to  accept disturbance):
 as the number of species increases, so does the
 complexity of the interactions of the different
 species with each other and with their environ-
 ment; the greater the  number of interactions, the
 more resilient the system is as a whole and the
 broader its capacity to adapt to change.
     In wastewater treatment wetlands, the
 stresses of high wastewater loadings can' lead to
 dominance by a few aggressive, highly tolerant
 species, such as cattail and common reed, which
 may eventually eliminate other species. If
 wildlife habitat values are important to the
                            VOLUME 1: GENERAL CONSIDERATIONS

-------
                                                                                                            1
project, intervention to maintain diversity may      _.           •                                      '
be necessary. If habitat values are not important,
changes can be allowed to proceed without                     •             .         .•••'.-
interference as long,as the wetland continues to                 v            '                               .
treat the water to acceptable levels.
    Any ecosystem, natural or constructed, has       .
limits to its ability to accept disturbance. The                                                                  I
performance of constructed wetland systems
may change over time as a consequence of
changes in the substrate and the accumulation of
pollutants in the wetland. Constructed wetlands
must be monitored periodically tor evidence of                                         .
stress so that remedial action, if necessary, can
be taken.                                                         '           '                             '
                                   VOLUME 1: GENERAL CONSIDERATIONS                                25

-------
VOLUME 1: GENERAL CONSIDERATIONS

-------
                      .                   CHAPTER 4
              GENERAL DESIGN OF CONSTRUCTED WETLANDS
                                                                                                              I
     DESIGN CONSIDERATIONS
               i
   Despite a large amount of research and pub-
lished information, the optimal design of con-
structed wetlands for various applications has not
yet been determined. Many constructed wetland
systems have not been adequately monitored or
have not been operating long enough to provide
sufficient data for analysis.  Among the systems
that have been monitored, performance has varied
and the influences of the .diverse factors that affect
performance, such as location, type of wastewater
or runoff, wetland design, climate, weather,  •
disturbance, and daily or  seasonal variability, have
been difficult to quantify.
    In general, wetland designs attempt to mimic
natural wetlands in overall structure while foster-
ing those wetland processes that are thought to
contribute the most to the improvement of water
quality. Mitsch (1992) suggests the following
guidelines for creating successful constructed
wetlands:          •
• keep the design simple. Complex technological
  approaches .often invite failure.

 • design for minimal maintenance.
 • design the system to use natural energies, such as
  gravity flow.                           .
 • -design for the extremes of weather and climate,
  not the average.  Storms, floods, and droughts are
   to be expected and planned for, not feared.

 • design the wetland with the landscape, not
   against it. Integrate the design with the natural
   topography of the site.
 ซ avoid over-engineering.the design with rectangu-
   lar basins, rigid structures and channels, and
   regular morphology. Mimic natural systems.

  • give the system time. Wetlands do not necessar-
   ily become functional overnight and several
   years may elapse before performance reaches
   optimal levels.  Strategies that try to short-circuit
 the process of system development or to over-
 manage* often fail.  •

 design the system for function, not form. For
 instance, if initial plantings fail, but the overall
 function of the wetland, based on initial objec-
 tives, is intact, then' the  system has not failed.
                PLANNING

    A conceptual planning phase is essential.
Wetlands can be "designed in a variety of system
types and configurations to meet specific wastewa-
ter needs, alternative sites are often available, and
a variety of local, native plant species can be
chosen. Every site is unique and the design of a
constructed wetland system will be site-specific.
    The planning phase consists of characterizing* •"
the quantity and quality of the wastewater to be •=
treated, determining the discharge standards to be
met, selecting the site, selecting system type and
configuration, and specifying the design criteria to .
be met by the detailed engineering plans. Eco-
nomic factors include the land area required, the
type of water containment, the control and trans-
port of water through the system, and vegetation.
Setting and prioritizing the objectives of the  .
wetland system is key to the creation of a success-
ful system.  The characteristics of a local natural
wetland should be used as a model for the con-
structed wetland, modified to fit the needs of the
 project and the specifics of the constructed wet-
 land site.      .  .
    A constructed wetland should be designed to
.take advantage of the natural features of the site
 and to minimize its disturbance. Wetland shape is
 dictated by the existing topography, geology, and
 land availability.  The number of cells depends on
 .topography, hydrology, and water quality. On
 level sites, cells can be created with dikes. On
 sloping sites, cells can be terraced.  •
     A site-sensitive design that incorporates
 existing features of the site reduces the amount
A
•\
j
                                        VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                     17

-------
E earthmoving required and increases the visual
ttractiveness of the site. Earth grading and
haping can blend newly created landfonns into
ae existing landscape. Basins and channels can
e curved to follow the natural contours of the
ite.  Various types of vegetation can be planted'in
nd around a constructed wetland to reduce
rosion, screen views, define space, control
nicroclimate, and control traffic patterns.
  Planning should be oriented toward the
ireation of a biologically and hydrologically
unctional system. .Plans should include clear
>oal statements and standards for success. The
>ossible future expansion of the operation
;hould be  considered.
   Plans should include detailed instructions
br implementing a contingency plan in case the
lystem does not achieve its expected'perfor-
nance within a specified time. Plans should be
•eviewed and approved by the appropriate
•egulatory agencies.


            SITE SELECTION

   Selecting an appropriate location can save
significant costs. Site selection should consider
land use and access, the availability of the land,
site topography, soils, the environmental resources
of the site  and adjoining land, and possible effects
on any neighbors. The site should be located as
close to the source of the wastewater as possible,
and downgradient if at all possible so that water
can move  through the system by gravity. While a
wetland can be fitted to almost any site, construc-
tion costs  can be prohibitively high if extensive
earthmoving or expensive liners are required.
    A site  that is well suited for a constructed
wetland is one that:
• is conveniently located to the source of the
  wastewater
• provides adequate space
• is gently sloping, so that water can flow through
  the system by gravity
• contains soils that can be sufficiently compacted to
  minimize seepage to groundwater

• is above the water table

• is not in a floodplain
• does not contain threatened or endangered species

• does not contain archaeological or historic resources.


LAND USE AND ACCESS'
    Access is an important consideration. The wet-
land should be placed so that the water can flow by
gravity. If the odors or insects could be a problem, as
with some agricultural wastewaters, the wetland
should be placed as far from dwellings as possible.
The site should be accessible to personnel, delivery
vehicles, and equipment for construction and mainte-
nance.
    For agricultural and some domestic wastewaters, ~-
the wetland may be installed on private land. The
• landowner must be carefully chosen,  It is essential
that the landowner is cooperative and fully under-
stands the limitations and uncertainties associated
with a developing technology such as constructed
 wetland treatment.
    The current and future use and values of adjoining
 land also will affect the suitability of a site for a
 constructed wetland. The opinions of area residents
 and those of environmental and public interest groups
 should be considered. A large buffer zone should be
 placed between the wetland and neighboring property.
 The. wetland should not be placed next to the edge of
 the property.


 LAND AVAILABILITY
     The effectiveness of a constructed wetland in
 treating wastewater or stormwater is related to the
 retention time of the .water in the wetland.  The
 usefulness of a constructed wetland may therefore be
  limited by the size of the wetland needed for adequate
  retention time. The site selected should be large
  enough to accommodate present requirements and any
  future expansion.
                             VOLUME 1: GENERAL CONSIDERATIONS

-------
TOPOGRAPHY
    Landform considerations include shape, size.
and orientation to the prevailing winds. While a
constructed wetland can be built almost anywhere.
selecting a site with gradual slopes that can be easily
altered to collect and hold water simplifies design
and construction, and minimizes costs.
    Previously drained wetland areas, including
prior converted (PC) agricultural sites, may be well-
suited for a constructed wetland since the topogra-
phy is usually conducive to gravity flow. The
appropriate regulatory agencies must be contacted
before disturbing any PC site.
    Since the best location for a constructed wetland is
a low, flat area where water flows by gravity, it is
important to ensure that the area is not already a
wetland: not all wetlands have standing water through-
 out the year. The Natural Resources Conservation
 Service (NRCS), the US Fish and Wildlife Service, or
 state regulatory personnel should be contacted to
 determine whether or not a site contains jurisdictional
 wetlands.
such as the Agricultural Stabilization and Conser-
vation Service (ASCS) crop compliance photogra-
phy and county soil survey information, can be
useful in identifying hydric soils and drained.
wetlands that may be difficult to detect otherwise.
   Surface and groundwater considerations
include possible flooding and drainage problems,
location and depth of aquifers, and the location,
extent, and classification of receiving waters such
as streams  and groundwater. A constructed wet-
land should not be sited on a floodplain unless
special measures can be taken to limit its impact
on the floodway. Floodplain elevations can often
be determined from sources such as Federal Flood
Insurance maps or from the Federal Land Manage-
ment Agency. Landuser input may be the best
source of information for assessing previous
hydrologic conditions.     •
  '  US Fish and Wildlife Service and state natural
resource agencies should be contacted regarding   .
the potential for significant habitat, or habitat for  -
rare or endangered species. The possible presence
of archaeological resources should be verified.
 ENVIRONMENTAL RESOURCES
     To avoid damaging important resources
 on the site, the presence or absence of significant
 environmental resources must be determined.
 Sources of information that can be helpful in select-
 ing a site include the US Geological Survey Topo-
 graphic Quadrangle maps, and National Aerial
 Photography Program (NAPP) and and National High
 Altitude Photography Program (NHAPP) photo-
 graphs. Geographical information system (GIS) maps
 are also available.
     The National Wetlands Inventory (NWI) maps
 and the County Soil Survey with the list of county
 hydric soils should be checked for possible locations
 of existing wetlands. However, the NWI maps are
 based on aerial photography and may not show small
 wetlands or the less obvious wetlands (wet mead-
 ows, vernal pools, and some forested wetlands) and
  the NWI information should be field-checked by a
  wetlands scientist. Historical aerial photography,
    PERMITS AND REGULATIONS

     The appropriate agency(ies) must be contacted
 to determine the regulatory requirements for a
 proposed constructed wetland and its discharge.
 Work in a waterway or natural wetland requires a
 permit. Discharges to natural waters also require a
 permit. In some zoned communities, zoning
 approval may be required.
     •Any stormwater plan must meet local and state
 stonnwater regulations.  Some local ordinances
 have incorporated stormwater provisions which
 must be complied with.  Stormwater regulations
 vary from place to place and should be consulted
 before developing a stormwater management plan.
 The regulatory status of a proposed stonnwater
  wetland, and its relationship to streams and any
  nearby natural wetlands, must be discussed with
  the state and/or federal wetland permitting agency
  before site plans are decided upon.
                                        VOLUME 1:  GENERAL CONSIDERATIONS

-------
               STRUCTURES

 CELLS
     Wetlands can be constructed by excavating
 basins, by building up earth embankments (dikes),
 or by a combination of the two.
     Dikes must be constructed of soils with ad-  .
 equate fine-grained material that will compact into
 a-relatively stable and impervious embankment.
 The dikes should be high enough to contain the
 expected volume plus ample freeboard to accom-
 modate occasional high flows as well as the
 buildup of litter and sediment over time. To  '
 ensure long-term; stability, dikes should be sloped
 no steeper than 2H:1V and riprapped or protected
 by erosion control fabric on the slopes. An emer-
 gency spillway should-be provided.
   •  If multiple cells are used, divider dikes can be
 used to separate cells and'to produce the desired
 length-to-width ratios. On steep sites, they can be .
 used to terrace cells.  Dikes can also be used to
 control flow paths and minimize short-circuiting.
 Finger dikes are often used to create serpentine
 flow paths and can be added to operational sys-
 tems to mitigate short-circuiting. Finger dikes can
 be constructed of soils, sandbags, straw bales, or
' treated lumber.
     Bottom slopes are generally not critical.  An
 exception may be mine drainage wetlands that use.
 subsurface flow through deep beds of compost to
 induce sulfate reduction; these cells should slope
 about 1 -  3% upstream. Bottoms should be rela-
 tively level from side to side.
     Muskrats can damage dikes by burrowing into
 them. Although muskrats generally prefer to start
 their burrows in water than is more than 3 ft deep,
 they can be a problem in shallower waters. Musk-
 rats can be excluded by installing electric fence
 low to the ground or by burying muskrat-proof
 wire mats in the dikes during construction.
 LINERS
    Constructed wetlands must be sealed to avoid
 possible contamination of groundwater and also to
 prevent groundwater from infiltrating into the
 wetland.  Where on-site soils or clay provide an
 adequate seal, compaction of these materials may
 be sufficient to line the wetland. Sites underlain
 by karst, fractured bedrock, or gravelly or sandy
 soils will have to be sealed by some other method.
 It may be necessary to have a laboratory analyze
 the construction material before choosing a
 sealing method. On-site soils can be used if
 they can be compacted to permeability of
 
-------
initially and adjusted later in response to system*
changes. 'Multiple inlets must be fully and
independently adjustable to ensure an even
distribution of flowv Structures should be sized
to handle maximum design flows and should be
located for easy access and to minimize short-
circuiting.  Boardwalks and piers make access
easy and reduce disturbance of the wetland.
PVC pipe is recommended.
    If the wetland will be accessible to the public,
or located in an isolated area where it will be
vulnerable  to vandalism, inlet and outlet struc-
tures should be enclosed in lockable concrete
structures or manholes to avoid damage or tamper-
ing with water level settings. Structures must be
protected against damage by animals! Measures ,
include installing covers or wire mesh, over open-!
ings, and enclosing controls, gauges and monitor-
ing devices in pipes or boxes.


Inlets
   Inlets at SF wetlands are usually simple: an
open-end pipe, channel, or gated pipe which
releases water into the wetland (figure 2). The
smaller the length-to-width ratio, the more impor-.
Inlet with Swiveling Tees
V
I ' *J?*~ 3" Stone
j ' ?& Soil. Sand ซGriv*l
I • ttf Dinrlbntor Pip* with Tm
1 'yv Oointi must- canuin
I >*r •UftonMtric taskMi: imซ
- — * '.ปX Iซvปrinซich1*ซtomut*:|
; ' jปT . b*tw**n t**x should b*
ic • iS!* anchored.)
\$ *)
f '•ฃ Soil. Sand or GraveLX
1
rta
MO* :
P
Soil Cover Over Liner
Jt^^ .f Swiveling Tee
^ i..^ i- - Lซvel
. •...-' \oป

3-4" Stone \jg$
Slotted or 5^
Perfarated ^55
• Collector ฃ€
Pipe ^
^
..
N
R
0
t
t .
[ n o
:rftr n LJ
B^p
m
'
Adjust Chain ;
to Obtain the
Deiired Water
Level
bND3E
Inlet with Gabion '




LAN
==
PRO
IM
V
•M
•••
P

TO
Plan View of Outlet Structure wiA
Structure with Collapsible Tubing .
Swiveling Standpipe
Figure 2. Inlet and outlet de
P
f?*
feป
^ Tnlnl Pinn
*•" • ~- iniei ripe
••9!
IS ^
Vj< Soil. Sand or GraveUX
3-
VIEW
ป- Level •
v ' Surface
\ KjRJ
XpSM
Liner
FILE
fa— 3 fact—
Water ^'IfffSBlJjBffl
^^^U

Structure with Swiv
Standpipe
signs (modified from Wat.
Distributor Pipe
N.
*fe^-ป— 3"- 47 Stone
Jlfg
* . SS'i* Slotted or Ptrfomtd .-_
i}5ป Soil. Sand or Gravel /
^^\. 3 feet Levซl
\li 1 1 Surface •
Uneปซ***^^
. x'*""T~J 'lnWS5UJll}PJjP' ""
Valve i
(opUonall^i
||^[|}_>TonjauiKX — +>
eling 	 L 	 — 1
son and Hobson 1989).
                                             1:  GENERAL CONSIDERATIONS
                                                                                                   21

-------
tant equal flow distribution becomes. Accessible
and easily adjustable inlets are mandatory for
systems with small length-to-width ratios.
    Inlet structures at SSF systems include surface
and subsurface manifolds, open trenches perpen-
dicular to the direction of flow, and simple single-
point weir boxes. A subsurface manifold  avoids
the buildup of algal slimes and the consequent
clogging that can occur next to surface manifolds,'
but is difficult to adjust and maintain. A  surface
manifold, with adjustable outlets, provides the
maximum flexibility for future adjustments and
maintenance, and is recommended. A surface
manifold also avoids back-pressure problems.
The distance above the water surface of the wet-
land is typically 12 - 24 inches.  The use of coarse
rock (3 - 6' inches, 8-15 cm) in the entry zone
ensures rapid infiltration and prevents ponding
and algal growth.  To discourage the growth of   -
                                                algae, open water areas near the outlet should be
                                                avoided. Shading with either vegetation or a
                                                structure in the summer and some thermal protec-
                                                tion in the winter will probably be necessary.
                                                    A flow splitter will be needed for parallel  •
                                                cells. A typical design consists of a pipe, flume,
                                                or weir with parallel orifices of equal size at the
                                                same elevation (figure 3).' Valves are impractical
                                                because they-require daily adjustment. Weirs are
                                                relatively inexpensive and can be easily replaced
                                                or modified.  Flumes minimize clogging in
                                                applications with high solids but are more expen-
                                                sive than weirs.
                                                Outlets
                                                    At SF wetlands, the .water level is controlled
                                                by the outlet structure, which can be a weir.
                                                spillway, or adjustable riser pipe. A variable-
                              <4—ฉ
Influent to Splitter Box (1Q")

Valved Drain to Marsh (4")
               Influent to
               Marsh (10")
                                                        Sampling Cinduit (6")
                                                      Influent to
                                                      Marsh (10")
                         Sampling Conduit (6")       v,No|d| Wftir
          Influent to Splitter Box (10")— > O
                                                     Influent to Marsh (10")
                                Valved Drain (4")
                                   SECTION A

                                      Figure 3. Influent splitter box "
                                (modified from Watson and Hobson 1989).
                                                                         SECTION B
                             VOLUME 1: GENERAL CONSIDERATIONS

-------
- height weir, such as a box with removable  .
 stoplogs. allo'ws the water levels to be adjusted
 easily. Spillways are simple to construct but are
 not adjustable; incorrect water levels can lead to
 wetland failure and correcting, spillway height can
 be difficult.
     Weirs and spillways must be designed to pass
 the. maximum probable flow.  Spillways should
 consist of wide cuts in the dike with side slopes
 no steeper than 2H:lV and lined with non-biode-
 gradable erosion control fabric. If high flows are
 expected, coarse riprap should be used.  Vegetated
. spillways overlying erosion control fabric provide
 the most natural-looking and stable spillways.
 Weirs or spillways should be used for mine • -
 drainage wetlands since pipes tend to clog with
 deposits of iron precipitates.
     Adjustable riser pipes or flexible hoses offer
  simple water level control (figure 2). A PVC
  elbow attached to a swivel offers easy control of
  the water level. If pipes are used, small  diameter
  (<12 inch) pipes should be avoided because they
 ' clog with litter.
     At SSF wetlands, outlets include subsurface   .
  manifold, and weir boxes or similar gated struc-
  tures.  The manifold should be located just above
  the bottom of the  bed to provide for complete
  water level control, including draining.  The use
  of an adjustable outlet, which is recommended to
  maintain an adequate hydraulic gradient in the
  bed, can also have significant benefits in operating
  and maintaining the wetland. The surface of the
  bed can be flooded to encourage the development
  of newly planted  vegetation and to suppress
  undesirable weeds, and the water level can be
  lowered in anticipation of major storms and to
  provide additional thermal protection against
  freezing in the winter  The design of SSF beds
  should allow controlled flooding to 6 inches
  (15 cm) to foster desirable plant growth and to
*• control weeds. A perforated subsurface manifold
  connected to an adjustable outlet offers the maxi-
  mum flexibility and reliability as the outlet device
  for SSF systems.  Since the manifold is buried and
  inaccessible after construction, careful grading
   and subbase compaction are required during
construction, and clean-out risers in the line must
be provided.
    The final discharge point from the wetland
system should be placed high enough above the
receiving water that a rise in the water level in the
receiving water, for instance after a storm, will not
interfere with the flow of water through the wet-
land.
          SYSTEM LIFETIMES

    A constructed wetland used for wastewater
treatment may have a finite lifetime which will be
determined by wastewater loadings, the capacity of ,
the wetland to remove and store contaminants, and
the buildup of litter. A number of systems have
been operating for more than 20 years with little, if
any, loss of effectiveness. Long-term data on the
performance of constructed wetlands are being
acquired as more systems are being monitored for-
longer periods of time. Data from the few con-  -
strutted wetland systems that have provided long-
term data show that treatment performance for
 pollutants, that are broken down in wetlands, such
 as BODS. total suspended solids (TSS). and nitro-
 gen, does not decrease as long as loadings are
 reasonable, and the wetland system is designed.
 built, and maintained with care.
     For pollutants that are retained within a
 wetland, such as phosphorous and metals, the
 capacity of the wetland to remove and store the
 pollutants may decrease over time. The buildup of
 these substances must be monitored periodically to
 assess  the wetland's performance. Wetlands can be
 sized to accommodate the accumulation of depos-
 its. It is generally assumed that deposition of
 contaminants in sediments and litter constitutes a
 relatively long-term sink for contaminants. If
 necessary, wetland sediments and litter can be
 removed periodically and the wetland rebuilt with
 fresh substrate.
                                         VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                   23

-------
                                                                                     .-••;
VOLUME 1: GENERAL CONSIDERATIONS

-------
                                        CHAPTER 5
                                       HYDROLOGY
                                                                                                       1
   The hydrology of a constructed wetland is
perhaps the most important factor in its effec-
tiveness. However, the design of constructed
wetland treatment systems is still in a state of
flux and there remain a number of uncertainties
that will not be answered until the results of
longer and more numerous operational studies
become available. Many wetland designs have
been based on the design used for conventional
ponds and land treatment systems.  While the
design of conventional systems is usually based
on hydraulic residence time (and therefore water
volume), some  wetland treatment systems show
a more consistent correlation with area and
hydraulic loading rate than with hydraulic
residence time  (R. Kadlec, pers. cbmm.).  This
seems reasonable since a wetland is a shallow
water system with large surface area in relation
to its volume, and receives energy inputs (sun,
rain,  propagules, gases) on an areal basis that is
not related to volume.  Also, because of the  ' .
depth limits of wetland plants, the biomass  of  ;
microbes attached to plants and sediments does
not increase proportionally to depth except  in a
narrow range.  The design guidelines presented
in this Handbook are thus tentative.
    Hydrologic factors in wetland design pertain
to the volume of water, its reliability and ex-
tremes, and its movement through  the site.
Hydrologic.considerations include climate and
weather, hydroperiod, hydraulic residence time,
hydraulic loading rate, groundwater exchanges
(infiltration and exfiltration), losses to the
atmosphere (evapotranspiration), and overall
water balance.
       CLIMATE AND WEATHER

     Because wetlands are shallow water bodies
 open to the atmosphere, they are strongly influ-
 enced by climate and weather. Rainfall, snowmelt,
 spring runoff, drought, freeze, and temperature can
 all affect wetland treatment.
   The high flows caused by heavy rains and
rapid snowmelt shorten residence times. The
efficiency of a wetland may therefore decrease
during rainfall and snowmelt because of increased
flow velocities and shortened contact times.  High
flows may dilute some dissolved pollutants while •
increasing the amount of suspended material as
sediments in the wetland are resuspended and
additional sediments.are carried into the wetland
by runoff. The first flush of runoff from a storm
often carries much higher pollutant concentrations
than flows later in the storm. Taylor et aL{1993)
found that intense storms during summer, when
conditions were generally dry, often had greater
impacts on treatment than storms during other
times of the year, when conditions were generally
wetter. Snowmelt and spring runoff can resus-
pend and export stored pollutants. Jacobson
(1994) found that runoff during spring may earn'
more than half the annual nitrate and phosphorus
exported during the year and suggests that wetland.
management should focus on this time of the year.
Runoff in excess of maximum design flows should
be diverted around the wetland to avoid excessive
flows through the wetland.
    Minimum temperatures limit the ability  of
wetlands to treat some, but not all, pollutants.
Wetlands continue to treat water during cold
weather. However, freezing temperatures in
winter and early spring can reduce treatment if the
wetland either freezes solid or a cover of ice .
 prevents the water from entering the wetland.  If
 under-ice water becomes confined, water veloci-
 ties may increase, thereby reducing contact times.


             HYDROPERIOD

     Hydroperiod is the seasonal pattern of water
 level fluctuations and is described by  the timing.
 duration, frequency, and depth of inundation.  The
 hydroperiod of a wetland results from the balance
 of inflow, outflow, and storage. Hydroperiod
 determines the availability of water throughout the
                                       VOLUME 1: GENERAL CONSIDERATIONS
                                                                                              25

-------
iar, the extreme wet and dry conditions that can be
cpected, the extent of storage and drainage that may
s required, and the criteria to be used in designing
te water control facilities. While hydroperiod can
3 engineered to control surface flow and to reduce
s variability, the hydroperiod of a wetland will be
rongly affected by seasonal differences in precipita-
on and evapotranspiration.
   HYDRAULIC
ITIME
  The hydraulic residence time (HRT) of a treat-
lent wetland is the average time.that water re-'
lains in the wetland, expressed as mean volume
[ivided by mean outflow rate.  If short-circuiting
levelops, effective residence time may differ
ignificantly from the calculated 'residence time.
   . HYDRAULIC LOADING RATE
  'Hydraulic loading rate -(HLR) refers to the
oading on a water volume per unit area basis
loading ซ (parameter concentration)(water vol-
ime/area)].
     GROUNDWATER EXCHANGE

   The movement of water between a wetland and
groundwater will affect the hydrology of the
wetland.  Constructed wetlands for domestic
wastewater, agricultural wastewater,' and mine
drainage are usually lined to avoid-possible con-
tamination of groundwater. If the wetland is
properly sealed, infiltration can be considered
negligible.
   Many stormwater wetlands are sealed so that
that  water needed to support the wetland will be
retained between storms.  Other stormwater wet-
lands are designed to intercept groundwater to
ensure sufficient baseflow. In this case, the wet-
land will receive  groundwater when the water
table is high and may discharge to groundwater
when the water table is low.
      EVAPOTRANSPIRATION  .

   Evapotranspiration (ET) is the combined .water
loss through plant transpiration and evaporation
from the water surface. In wetlands, the amount of
surface area is large relative to the volume of water  •
and ET is an important factor. Also, many wetland
plants do not conserve water during hot, dry
weather as most terrestrial plants do. and can
transfer considerable amounts of water from a
wetland to the atmosphere in summer. If ET losses
exceed water inflows, supplemental water will be
required to keep the wetland wet and to avoid
concentrating pollutants to toxic levels.
    Estimates of ET values vary widely. The Water
Pollution Control Federation (1990) suggests that.
for wetlands that are continuously flooded, ET caa
generally be estimated as being equal to lake
evaporation, or approximately 70% to 80% of pan
evaporation values. (Rainfall and pan evaporation
data can be obtained from National Oceanic and
Atmospheric Administration in Asheville, NC, or
from local weather stations.)  Kadlec (1993) found
that dense stands of emergent vegetation reduced
the total water loss from prairie potholes and
 concluded that the vegetation removed less water
 through transpiration than would have evaporated
 from open surface water.  .Other data indicate that
. most wetlands show ET to be equal to or slightly
 less than pan evaporation and that experiments
 that show higher ET rates have been conducted on
 too small a scale to compensate for edge effects.
                       '  WATER BALANCE

                    The overall water balance for a constructed
                wetland is an account of the inflow, storage, and
                outflow of water. Water inflow to the wetland
                includes surface water (the wastewater or
                stormwater), groundwater infiltration (in unlined
                wetlands), and precipitation.  Storage is the •
                surface water plus that in the pore spaces of the
                substrate: Outflow comprises evaporation from
                the water surface, transpiration by plants, effluent
                discharge, and exfiltration to groundwater. During
                             VOLUME 1: GENERAL CONSIDERATIONS

-------
design and operation, the wetland water balance is
important for determining conformance with
desired limits for HLR. hydroperiod range, HRT.
and mass balances. A simple water balance
equation for a constructed wetland is expressed as:

           S=Q+R + I-O-ET         (5.1)

Where: S  = net change in storage
        Q = surface flow, including wastewater
             or stormwater inflow.
        R = contribution from rainfall
        I  = net infiltration (infiltration less
             exfiltration)
        O = surface outflow
        ET = loss due to evapotranspiration.

    Equation 5.1 can be used to calculate water
 budgets for daily, monthly, or yearly intervals.
 Detailed  water balances can be prepared with
 site-specific monitoring data collected during
 pilot- or  full-scale operation of the wetland.  If
 large seasonal variation is expected, monthly
 data are essential.
     A number of factors can be used to manipu-
 late the water budget:
 • the volume of water released from the wetland
   can be varied
 • evapotranspiration rates can be altered by
   shading, windbreaks, and the selection and
   management of vegetation around the wetland
 • storage capacity can be adjusted with water
   control structures
 • in SF wetlands, storage capacity can be in-
   creased by excavating deep pools or decreased
   by adding fill.
                                        VOLUME 1: GENERAL CONSIDERATIONS                           27

-------
VOLUME 1: GENERAL CONSIDERATIONS

-------
                                         CHAPTER 6  .
                                       SUBSTRATES
   Wetland substrates support the wetland
vegetation, provide sites for biochemical and
chemical transformations, and provide sites for
storage of removed pollutants. Substrates include
soil, sand, gravel, and organic materials.
                     SOIL

    Many soils are suitable for constructed wet-
 lands. Soil properties that should be considered in
 selecting soils include cation exchange capacity
 (CEC), pH. electrical conductivity (EC), texture, and
 soil organic matter.
    The pH of the soil affects the availability and
 retention of heavy metals and nutrients.  Soil pH
 should be between 6.5 and 8.5.  The EC of a soil
 affects the ability of plants and microbes to process
 the waste material flowing into a constructed
 wetland. Soils with an EC of less than 4 mmho/cm
 are best as a growth medium.
    The surface area of the soil particles  and
 'the electrical charge on the surfaces of the soil
 particles account for much of a soil's activity. In the
 northeastern United States, most soils carry a net
 negative*charge, thus providing electrostatic bond-
 ing sites for positively charged ions (cations), such
 as Ca2*, Mg2*, Fe2*. Al3*, and Mnl*. These cations on
 the soil surface can exchange with other cations in
 the soil solution, hence the term cation exchange:  •
 CEC measures a soil's capacity to hold positively
 charged ions and varies widely among different
 soils. The CEC of a soil that will be used as
 a planting medium should be greater than
 15 meq/100 g of soil.-
     The redox potential of the soil is an important
 factor in the removal of nitrogen and phosphorus.
 A reducing substrate must be provided to promote
 the removal of nitrate and ammonia. The removal
 of iron and manganese from mine water also
 requires a reducing environment.
      A soil's capacity to remove and retain contami-
  nants is a function of soil-water contact. Sandy or
  gravely soils have high K (porosity) values and
water moves quickly through the soil. In contrast,
the finer textures of silty or loamy soils promote
longer soil-water contact. Flow through well-
decomposed organic soils and most clays is slow.
    The soil must provide enough organic matter
to fuel plant grpwth.and mocrobial activity,
particularly during startup, Wetlands are often
built with infertile site soils, and organic amend-
ments, such as compost, leaf litter, or sewage
sludge, must be  incorporated into the substrate.
    Soil texture  affects root growth and the reten-
tion of pollutants. Sandy, coarse-textured soils
have a low potential for pollutant retention but
little or no restriction on root growth. These soils
hold plants well but are low in nutrients. Addi-   .
tions of organic  matter tq coarse textured soils   .
have been shown to improve plant survival and:. „'
growth during the first several years while the
organic litter is  beginning to build up within the
 wetland. Medium textured or loamy soils are a
 good choice, as  these soils have high retention of
 pollutants and little restriction on plant growth.
 Loamy soils are especially good because they are
 soft and friable, allowing for easy rhizome and root
 penetration. Dense soils, such as clays and shales,
 should be avoided because they may inhibit root
 penetration, lack nutrients, and have low hydrau-
 lic conductivities.
     Soils with a high clay content aid in phospho-
 rous retention but  their low nutrient content may
 limit growth and development, although such soils
 may be suitable for wetlands used for nutrient-rich
 wastewaters, such as agricultural and domestic
 wastewaters. Organic admendments will be
 required. Soils with greater extractable aluminum
 have greater potential for phosphorous assimila-
 tion than do organic soils, making them well
  suited for domestic wastewater treatment.  Highly
  organic'soils enhance sulfate reduction and ionic
  adsorption and are well suited for mine drainage
  wetlands..
      Although peats are common in natural wet-
  lands, they are not the preferred soil for establish-
   ing constructed wetlands. Peats can release
                                        •VOLUME!: GENERAL CONSIDERATIONS
                                                                                                  29

-------
  organic acids, which contribute to low pH.
  Also, when flooded, peats have a soft, loose
  texture that may not provide adequate support
  for plants.
      The county soils maps, which are available
  through libraries or through the county NRCS
  offices, show the major soil types present and
  their relationship to site topography. The soils
  maps include a general description of the soil
  characteristics.  However, the NRCS soils maps
  cannot be relied  upon for detailed, site-specific
  information  for several reasons:

   • the-NRCS data are averages and estimates
     tallied over many acres of ground
   • most soils units include inclusions that may
     differ in significant ways from nearby soils
   • soils vary with depth, that is, they are stratified.
     If the wetland is to be excavated, it is important
     to know the characteristics of the soil at the
     excavated depth.
      Soils should be analyzed before they are used
   in the wetland. Site-specific information on the
   hydraulic conductivity and permeability of the site
   soils must be made through field data collection.
   Laboratory soil analyses should include clay •
   content and type of clay, percent organic matter,
   and mineral  content.
                               ORGANIC MATERIAL

                          Stabilized organic material, such as spent
                       mushroom compost, sawdust, hay or straw bales,
                       and chicken litter, have been used as organic
                       substrates.  Organic material provides a source of
                       carbon to support microbial activity. Organic
                       material also consumes'oxygen and creates the
                       anoxic environments that are required for some
                       treatment processes, such as nitrate reduction and
                       the neutralization of acidic mine drainage.
             SAND AND GRAVEL

       Constructed wetlands receiving with water
   high in nutrients, such as domestic and agricul-
   tural waste waters, can be built with sand, or gravel.
   Sand is an inexpensive alternative to soil and
   provides an ideal texture for hand planting.
   Gravel can also be usedJ Many domestic sewage
   SSF wetlands in the United States have used
   media ranging from medium gravel to coarse rock.
   Sands and gravels dry out quickly and may need
   to be irrigated to maintain water levels while the
   vegetation is-becoming established.
30
VOLUME 1:  GENERAL CONSIDERATIONS

-------
                                         CHAPTER 7
                                        VEGETATION
   The function of plants in constructed wetlands
is largely to grow and die: plant growth provides a
vegetative mass that deflects flows and provides
attachment sites for microbial development; death
creates litter and releases organic carbon to fuel
microbial metabolism. In addition, plants stabilize
substrates while enhancing its permeability, and
plants add greatly to the aesthetic .value of the
wetland.  A dense stand of vegetation appears to
moderate the effects of storms.
          SELECTING PLANTS

    The plants that are most often used in con-
 structed wetlands are persistent emergent plants,
 such as bulrushes (Scirpus), spikerush
 (Eleocharis), other sedges (Cyperus), rushes
 (Juncus), common reed (Phragmites), and cattails
 (Typha}.  Not all wetland species are suitable for
 wastewater treatment since plants for treatment
 wetlands must be able to tolerate the combination
 of continuous flooding and exposure to wastewa-
 ter or stormwater containing relatively high and
 often variable concentrations of. pollutants. A
 number of species that have been used success-
 fully in the northeastern United States are listed in
 table 1.              .
     For wastewater treatment wetlands, the par-
 ticular species selected are less important than
 establishing a dense stand of vegetation. Any
 species that will grow well can be chosen. For
 stormwater wetlands, species should be chosen to
  mimic the communities of emergent plants of
  nearby natural wetlands. For both wastewater and
  stormwater wetlands, native, local species should
  be used because they are adapted to  the local
  climate, soils, and surrounding plant and animal
  communities, and are likely to do well.
      NRCS conservation agents and state personnel
  can recommend species for constructed wetlands.
 SURFACE FLOW WETLANDS  .
    In wetlands constructed to treat domestic
 sewage, agricultural wastewaters, and other
 wastewaters relatively high in organic matter,
 bulrushes (either softstem or common three-
 square) are often used because they are tolerant of
 high nutrient levels and because they establish
 readily but are not invasive.  Arrowhead and
 pickerelweed have also been used successfully in
 agricultural wetlands. Blueflag iris can be planted .
 along wetland edges to provide color.  Cattails and
 common reed have been used frequently because
 of their high tolerances for many types of wastewa-
 ter. but both have disadvantages.. Cattails are
 invasive. Since cattail tubers are a favorite food of
 muskrats, cattails are susceptible to damage by
 muskrats. Also, Surrency (1993) found that
 cattails were subject to attack by insects similar to;
 army worms and suggests that cattails may not be^
 the best choice for agricultural wetlands. Common
. reed is a highly aggressive species that can elimi-
  nate other species once  it is introduced. It pro-
  duces abundant windborne seed and spreads
  readily to natural wetlands.  It is becoming a
  problem in the Northeast and should not be used
  without approval  from the regulatory agency.
      For agricultural wastewater wetlands, the
  ammonia tolerances of  the species must be consid-
  ered. \Vetlandspeciesvaryintheirabilityto
  tolerate ammonia. Plants, may be able to tolerate
  higher concentrations of ammonia if the plants are
  slowly  acclimated to it.
       For stormwater wetlands, the goal should be a
   diverse assemblage of plants.  A diverse vegetation
   is aesthetically pleasing and may be more likely  to
   resist invasive species, to recover from distur-  ;
   bance, and to resist pests than a less diverse stand.
   The numbers of wildlife attracted to a wetland
   generally increases as  vegetation diversity in-
   creases.  The State of Maryland guidelines for
    stormwater wetlands suggest planting two. primary
    species (some combination of arrowhead, common
    three-square, or  softstem bulrush) and three other
                                         VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                      31

-------
                           Table 1. Emergent plants for constructed wetlands
                           (adapted from Schueler 1992 and Thunhorst 1993).
ftecprnmended Species


Arrow arum
Peltandra virginica
Arrowhead/duck potato
Saggitaria latifolia
Common three-square
bulrush
Scirpus pungens

jSoftstem bulrush
Scirpus validus
Blue flag iris
Iris versicolor
 Broad-leaved cattail**
 Typha latifolia

 Narrow-leaved cattail**
 T^pha angustifolia

 Reed canary grass
 Phalaris amndinacea

 Lizard's tail
 Saururus cirnuus

 Pickerelweed
 Pontcdaria cordata

 Common reed**
 Phragmites australis
Maximum                        Notes.
Water Depth*
•*•*•"•mm*^uv~^^—^                                .           s
12 inches             Full sun to partial shade. High wildlife value:
                      Foliage and rootstocks are not eaten by geese
                      or muskrats. Slow grower. pH: 5.0-6.5.

12 inches             Aggressive colonizer.  Mallards and muskrats
                      can rapidly consume tubers. Loses much water
                      through transpiration.

6 inches            .  Fast colonizer. Can tolerate periods of dryness:
                      High metal removal. High waterfowl and
                      songbird value.

12 inches             Aggressive colonizer.  Full sun; High pollutant
                      removal. Provides food and coyer for many
                      species, of birds. pH: 6.5-8.5.
  \
3-6 inches           Attractive flowers.  Can tolerate partial shade
                      but requires full sun to flower. Prefers acidic
                      .soil. Tolerant of high nutrient levels.

12-18 inches          Aggressive. Tubers eaten by muskrat and
                      beaver. High pollutant treatment, pH: 3.0-8.5.

12 inches  .           Aggressive. Tubers eaten by inuiikrat and
                      beaver.  Tolerates brackish water. pH : 3.7-8.5.

6 inches             Grows on exposed areas and in shallow
                      water. Good ground cover for berms.

 6 inches             Rapid grower. Shade tolerant. Low wildlife-
                      value except for wood ducks.

 12 inches            Full sun to partial shade. Moderate wildlife
                      value. Nectar for butterflies. pH: 6.0-8.0.

 3 inches             Highly invasive; considered a post species in
                      many states.  Poor wildlife value. pH: 3.7-9.0.
                             VOLUME 1: GENERAL CONSIDERATIONS

-------
 Recommended
 Soft rush
 Juncus effusus

 Spikerush
 Eleocharis palustris

 Sedges
 Carex spp.
 Spatterdock
 Nuphar luteum
Sweet flag
Acorus calamus
Wild rice
Zizania aquatica
Water Depth'


3 inches .


3 inches


3 inches
5ft.
'2 ft minimum
3 inches .
12 inches
                                                                         Notes
                      Tolerates wet or dry conditions. Food for birds.
                      Often grows in tussocks or hummocks.

                      Tolerates partial shade.
 Many wetland and several upland species.
 High wildlife value for waterfowl
 and songbirds.

 Tolerant of fluctuating water levels.  Moderate
 food value for wildlife, high cover value.
 Tolerates acidic water (to pH 5.0).

 Produces distinctive flowers.  Not a rapid
 colonizer. Tolerates acidic conditions.
 Tolerant of dry periods and partial shade.
 Low wildlife value.

 Requires full sun. High wildlife value (seeds.
 plant  parts, and rootstocks are food for birds).
Eaten by muskrats. Annual, nonpersistent.
Does not reproduce vegetatively.
" These depths can be tolerated, but plant growth and survival may decline under permanent inundation at these
  depths.                                                           •
* -Not recommended for stormwater wetlands because they are highly invasive, but can be used in treatment
  wetlands if approved by regulatory agencies                       .
                                       VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                            33

-------
secondary species (see table 1) to enhance short- and
long-term development and to reduce the invasion by
undesirable plants such as common reed (Livingston
1989).


SUBSURFACE FLOW WETLANDS
    Many of the SSF constructed wetlands in the
United States have used bulrush, common reed,
cattail, or some combination of the three. About
40% of the operational SSF systems use only
bulrush. Common reed has been widely used in
British and European systems;'however, it is a
highly invasive species that can be very difficult to
 eradicate once started and a number of states now  .
 prohibit its use. Some SSF systems have been
 planted with a diverse vegetation similar to that of a
 natural marsh.       '         '
          SOURCES OF PLANTS
     Seeds, seedlings, entire plants, or parts of plants
 (rootstocks, rhizomes, tubers, or cuttings) can be used
 to establish wetland vegetation. While many wetland
 plants produce wind-borne seeds, vegetative spread
 by stolons and runners is common since seeds gener-
 ally will not sprout under water.  Many emergents
 have rhizomes, rootstocks, or tubers which, although
 . they are primarily food storage organs, can generate
 new plants.
  SEEDS  .
     Seeds are the least expensive but also the least
  reliable approach to planting. Seeds are generally
  broadcast on the saturated surface of the wetland.
  Seeds can also be scattered by shaking ripe spikes of
  plants over the wetland surface. Germination is"
  unpredictable. Propagation by seeds requires an
  exposed, wet surface on which the.seeds can germi-
  nate.  Water levels can be raised as the plants grow,
  but the leaves must remain above water since the
  plants must be able to photosynthesize and transpire
  if they are to grow.
   Seed stands are typically difficult to establish
because scarification (abrasion of seed coat) and
stratification (exposure to cold) requirements are
largely unknown and because seeds are easily
moved about by rain. However, many wetland
species produce abundant wind-borne seed and
will appear quickly on newly exposed surfaces if
there is another wetland in the area to act as a
source of seed.
 WETLAND SOIL
    The seeds of many wetland species remain
 viable for many years buried in sediments. Soil
 from a nearby wetland can be used as a source of
 plants since this soil Will contain seeds of a number
 of native species that are well-adapted to local
 conditions. Approval must be obtained from the
 appropriate agency before removing-wetland soil.."~
 Soil must not be taken from natural wetlands
 without a permit.
     Cores (3 - 4 inch, or 8 -10 cm, in diameter) of
 wetland soil from the donor marsh can be trans-
 planted to the constructed wetland.  Cores are
 excellent sources of seeds.'shoots, and roots of
 various wetland plants and will promote the devel-
 opment of diverse wetlands. The disadvantages of
 soil cores are the time and cost associated with
 collecting, transporting, and planting the soil mass.
 Also, the soil is likely to contain propagules of
 undesirable, as well as desirable, species. If the
 cores are taken from a wetland dominated by a
 species that spreads by rhizomes'(such as cattails),
 the resulting wetland will probably be dominated by
 that species since earthmoving cuts the rhizomes
  into pieces, each of which can produce a new plant.
     Once in place, the soil should be kept moist, but
  not flooded, until the seeds germinate.
  RHIZOMES, TUBERS,
    AND ENTIRE PLANTS
      Plant materials include entire plants and plant
  parts, such as rhizomes and tubers. These materi-
                               VOLUME 1: GENERAL CONSIDERATIONS

-------
 als are generally obtained from commercial
 nurseries or donor wetland sites (on-site nurser-
 ies or nearby constructed wetlands).
    Plants should be obtained from local
.sources.  The US Army Corps of Engineers
 (1993) recommends that plants should be trans-
 ferred from areas within 100 miles latitude, 200
 miles longitude, and 1,000 feet in elevation but
 notes that ecologists are expressing concern
 about the unknown consequences of relocating
 genetic stock to new areas.  For example, plants
 become adapted to local pathogens, as well as
 beneficial mutualistic species, and their survival
 and growth are diminished when they are
 transplanted to different areas.  The State of
 Florida now recommends a 50-mile radius for
 obtaining plants.
     Locally-grown nursery stock is generally 'the
 most reliable and ecologically appropriate way
 to obtain plants. The NRCS Plant Materials
 Centers  test and develop plants for various
 applications and can provide plants.  On-site
 nurseries established to provide plants for the
 project offer convenience, reliability, and low
 cost. Outdoor beds can be constructed at the-
 site of the construction project.  The beds usu-
  ally consist of pits 12 - 20 inches (30 - 50 cm)
  deep dug into the soil, lined with plastic film to
  prevent water loss, and partially filled with 8-12
  inches (20 - 30 cm) of soil. Water inlets and
  outlets for the beds should be adjustable so that  • .
 ' water'levels can be varied to accommodate the
  different stages of germination and growth.
      Rhizomes and tubers are usually collected
  in the late fall after growth has stopped or in
  early spring before new growth begins. The
  entire root system should be taken along with
  some soil. Including the soil helps to inoculate
  the constructed wetland with microbes from
  the donor wetland.
      Rhizomes generally are cut into lengths of
  two to three  nodes, placed in moist peat or sand,
  and stored at cool temperatures (40ฐ F, 4 - 5ฐ C)
  until planting. Storage at cool temperatures
  stratifies the tubers and rhizomes (prepares them
for growth) and enhances growth after spring
planting.  A common pitfall is to store plants
under conditions that are too dry or too warm.
Collecting plants in the spring and planting
them immediately at the new site may reduce
the mortality of rhizomes and rootstocks, but
collection is more difficult because of the high
water levels in most wetlands in the spring.
    Manual collection is more common than
machine collection, which is not practical unless
large quantities of plants are needed or the project
is a long-term one. Manual harvesting equipment
includes modified garden tools, bags, buckets, and
boats or canoes. Vegetative propagules are usually
obtained by hand-digging whole plants and cutting
apart roots, rhizomes, and tubers. At sites where
water levels can be controlled, machinery can be •
used to dig underground parts.
    Private wetland nurseries are becoming more
widespread and can custom-propagate stock for
wetlands if given enough advance notice. Some
commercial nurseries will recommend species andฑ
will do the planting.


            WHEN  TO PLANT

     In the Northeast, the planting period typically
 begins after dormancy has begun in the fall and
 ends after the first third of the summer growing
 period has  passed. Fall dormant planting is
 recommended for tubers and rootstock and is very
 successful for bulrushes, rushes, and arrowhead.
 Sedges and cattails are grown more successfully in
 the spring after dormancy has been broken.  Plant-
 ing early in the spring growing season is generally
 successful. The NRCS Field Office Technical
 Guide. (FOTG) or local nurseries can be consulted
  about planting times.


            SITE PREPARATION

      For SF wetlands, the site should be disked or
  harrowed to break up compacted soil once the
  wetland has been shaped and graded. The bed
  should then be shallowly flooded to settle the soil
                                         VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                     35

-------
nd level the bed. An extended settling period
i year or to the next growing season) should be
irovided, if possible.  Constructed wetlands are
iften built in the fall and left flooded over the
vinter. The bed is then dewatered (but not com-
jletejy. dried) shortly before planting to produce a
;oft, moist soil.  .
           HOW TO PLANT

   Planting is usually done by hand. Few sophis-
ticated planting techniques have been applied to
wetland planting!
                       .                        *

SURFACE FLOW WETLANDS

    Dormant propagules, such as tubers and
rhizomes, are planted by simply placing rtiem
deep enough in the substrate to prevent them from
floating out of the medium. Approximately
1-2 inches (2-5 cm) of stem should be left on the
tubers so the plants can obtain oxygen through the
stem when the wetland is flooded.  Tubers of
arrowhead and'softstem bulrush are often planted
 in this way.    '                         . '
    For bareroot plants and tubers, a tree planting
 bar (dibble) or tile spade is a good tool.  A slit is
 made in the substrate, the propagule inserted, and
 the slit sealed. The propagule must be planted
 deep -enough to prevent it from floating out of the
 planting hole. For tall plants such as cattails, the
 stems should be broken over or cut back to 1 ft to
 prevent windthrow. Wetland cores and potted
 plants are placed in small holes dug with a shovel.
 Temporary anchoring may be needed if the sub-
 strate is soft, the plants are buoyant, or erosion
 could disturb the existing system.
     Vegetative propagules are. usually spaced at
  1 - 3 ft (0.3 -1 m) intervals, depending on how
  rapidly the project must be completed. Clustered
  rather than-uniform arrangements provide species
  and spatial diversity and better simulate a natural
  wetland. If the plants are planted in rows, running
  the rows perpendicular.to the direction of flow
will improve coverage and reduce channeling
while the vegetation is filling in. When the plants
have been placed, .enough clean water should be
"added to maintain good saturation of the substrate,  •
but not flood it. After new growth has reached
4-5 inches (10 - 1.2 cm), the water level can be
raised. The water must not overtop the plants for  .
extended periods or the plants will die.


 SUBSURFACE FLOW WETLANDS
    Most SSF wetlands are planted by hand. The
 use of individual root/rhizome material with
 growing shoots at least 8 inches (0.2 m) long is
 recommended.  If mature, locally available
 plants are used, they can be separated into  •
 individual root/rhizome/shoot units containing
 root, rhizome, and shoot, with the mature stem
 cut back to <1 ft (<0.3 m) before planting.        _.
     The root/rhizome should be placed in the
  medium-at a depth equal to the expected opera-
  tional water level.  The growing shoot should
  project above the surface of the media.  To
  encourage deeper root penetration, some Euro-
  pean systems lower the water level in the bed in
  the fall. In Europe, three years is necessary for
  the roots of common reed to reach their 2 ft
  potential depth. An alternative to lowering the
  water level in the entire wetland is to divide the
  system into two or more parallel cells and to
  alternate drawdown between the cells to encour-
  age root penetration in the dormant cell.


            ESTABLISHING AND
       NtAINTAINING VEGETATION

       In SF wetlands, water level is the most critical
    aspect of plant survival during the first year after
    planting. A common mistake is to assume that
    because the plant is a wetland plant, it can tolerate
    deep water. Frequently, too much water creates
    more problems for wetlands plants during the  first
    growing season than too little because the plants
    do not receive adequate oxygen at their roots.  For
                              VOLUME 1:  GENERAL CONSIDERATIONS

-------
                                         f
best survival and growth of small stalks
(1 - 2 inches) during the first growing season.
the substrate should only be saturated, not
flooded. As the plants become well-established
(2-3 months), water levels can be raised.
    Mechanical protection may be needed to •
prevent animals from damaging newly established
plants. Canada, geese cause significant depredation
by grazing on young shoots and seedlings and by
uprooting rhizomes and tubers. Deer and black-
birds can also damage newly established seedlings.
Muskrats feed on the fleshy tubers of plants such as
cattails and can quickly, demolish a cattail wetland.
Preventive methods include planting through
chicken wire fence fastened over the surface of the
substrate to prevent animals from excavating tubers
and rhizomes.
    Plantings should be allowed to become well
 established before the wastewater is introduced into
 the system since the plants need an  opportunity to
 overcome the stress of planting before other stresses
are introduced. The water must supply enough ,
nutrients to support plant growth. If not, a solution
of commercial  nutrient supplement  should bo
added.  Satisfactory establishment may take from
 several months to one or two full growing seasons.
 The plants may not begin to reach maturity and
 equilibrium until late in the second growing season.
 A gradual rather than sudden increase in the
 concentration of the wastewater applied reduces
 shock to the vegetation.  Alternatively, if plants are
 readily available and inexpensive, some die-off and
 replanting can be planned for in order to apply the
 wastewater sooner.
  . Water level management  is key  to maintaining
 wetland vegetation. Despite  relatively broad depth
 tolerances, freshwater plants often sort by small
 variations in water depth, producing the apparent
 zonation of vegetation along  the shores of marshes.
 Most wetland  species are adapted to daily or.
 seasonal fluctuations in water level but most
 wetland plants can tolerate neither extended
 periods of flooding nor drying of their roots.
    Water quality also affects the health and
survival of wetland plants. High nutrient loads,
high or low pHs. high dissolved solids concentra-
tions, and buildup of heavy metals and other
toxics can affect the vegetation in wetlands.
Constant pollutant loads work against species
diversity and favor pollution-tolerant species such
as cattails.  In wetlands constructed to treat
domestic wastewater and mine drainage, Kadlec
(1989) and Webster et al. (1994) found that plant
diversity declined and dominance by cattails
increased as the wetlands aged.
    Harvesting or winter burning of above-ground •
biomass is sometimes used as a means of removing
nitrogen and carbon and maintaining the wetland
vegetation in a log (growth) phase of high physi-
ological activity to enhance removal, but may
disrupt the wetland and the maturation of the
plant community. Decisions as to whether or not
to harvest will depend on the objectives of the .
project and will be site-specific.          .   ;:.
                                      VOLUME 1: GENERAL CONSIDERATIONS
                                                                                                    37

-------
VOLUME 1: GENERAL CONSIDERATIONS

-------
                                         CHAPTER 8
                                      CONSTRUCTION
    Wetlands should be designed and constructed
to provide reliability and safety. Standard engi-
neering techniques should be used.  It is impor-
tant to use a skilled contractor since elevations
must be accurate to assure proper hydraulic
regimes, and compaction requirements must be
met to control infiltration and exfiltration and to
ensure berm stability.  It is also important to have
someone on site who is familiar with the plans,
tolerances, and overall wetland objectives to
answer the questions that always arise during
construction.
        CONSTRUCTION PLANS

    Construction plans and specifications
 developed from treatment area requirements
 and siting investigations should be carefully
 reviewed. The level of detail depends on
• the-size and complexity of the wetland, the
 physical characteristics of the site, and the
 requirements of the regulatory agencies.  At
 a minimum, construction plans must have suffi-
 cient detail for accurate bid preparation
 and for construction.'.
    A pre-bid conference with potential contracr
 tors is recommended to explain the concept,
 goals, and requirements  of the project. This
 meeting can be effectiv.e in soliciting accurate
 bids from qualified contractors.
  PRE-CONSTRUCTION ACTIVITIES
    A p re-construction conference should always be-
 held to interpret and explain the intent of the plans
 to the operator and the contractor. Many contrac-
 tors who are experienced with other kinds of
 construction may have had little experience in
 building wetlands. Construction plans, specifica-
 tions, and field layout must portray to the operator
 and the contractor the desired work.  Because of
 wide variations in conditions and experience, plans
 may vary from very simple plans and a few
 stakes in the ground to complicated plans with
 detailed specifications and extensive staking.
 Pre-construction activities should be consistent
 with the size and complexity of the site and.
 adequate to assure orderly and effective con-
 struction.                          '
    CONSTRUCTION ACTIVITIES

    Construction includes building.access roads;
 clearing; constructing basins and dikes; piping and
 valving; planting; and seeding, liming, fertilizing,
 and mulching dikes and disturbed areas.  A
 valuable reference document for constructed
 wetlands is the Engineering Field Handbook (SCS
 1992), especially Chapter 13: "Wetland Restora-
 tion, Enhancement, or Creation". EPA's 1993  .   -
 publication Wetland Creation and Restoration:
 Status of the Science, Chapters 2, 3,4,13, and 17,
 is also recommended. Both are available through
 the National Technical Information Service (NTIS),
 US Department of Commerce. 5285 Royal Road,  •
 Springfield, VA, 22161; telephone (703) 487 4650.
     Use of the correct type and size of heavy
 equipment is crucial for proper and cost-effective
 construction. Under- and over-sized equipment
 can result  in time and cost overruns.  It is a good
 practice to show the equipment operator(s) the site
 during the planning stages to obtain his or her
• opinion on equipment, time requirements, and
 potential problems.'
     Construction must precisely follow the engi-
 neering plan if the system is to perform properly.
 If shallow sheet flow is desired, lateral bed slope
 should not vary by more than 0.1 ft from high spo't
 to low spot since large slope or surface variations
 can cause channeling, especially in systems with
 high length-to-width ratios. Permeability specifi-
 cations must be followed carefully to prevent
 leakage into or out of wastewater wetlands, if this
 is part of project specifications. If synthetic liners
                                       VOLUME 1: GENERAL CONSIDERATIONS

-------
   are required, installation should follow precisely
   the manufacturer's instructions for bedding
   material, sealing {liner-to-liner and liner-to-piping
   and control structures), and material placement on
   top of the liner.
      SSF systems depend on high hydraulic
   conductivities in the substrate, and special
   provisions must be taken to avoid compacting
   and rutting of the substrate during construction.
   The importance of using low-ground-pressure
   equipment in the wetland and of controlling
   small machine or foot traffic to reduce compac-
   tion must be made clear to the contractor. Walk
   boards should be placed on the substrate during
   hand planting.
       The hydraulic performance of both SF and
    SSF systems can be significantly influenced by
    improper construction, and short-circuiting of
    flow can  often be traced to improper construction.
    In particular, SSF beds must be carefully con-
    structed because of the heavy traffic involved in
    placing the rock or sarid medium. In several
    cases, carefully graded beds were seriously dis-   •.
    rupted when the trucks delivering the rock were
    allowed access to the beds during wet weather.
    One solution is to prohibit trucks from driving on
    the medium. Trucks should back in to unload at
    the edge  of the area already covered. Subgrades
    can also  be stabilized with geotexliles.
        Muskrats and beavers can burrow into dikes or
  ' ' obstruct  discharge pipes. Muskrat damage can be
    minimized or prevented by installing hardware
    cloth (metal screen) vertically in the dikes or by '
    riprapping both upstream and downstream slopes.
    The initial cost is small compared to replacing the
    dike. If beavers are likely to be a problem, state
    wildlife  personnel should be consulted to develop
    a plan to prevent their unwanted damming.
structures, should be thoroughly tested to ensure
that they are operating properly and to check that
water levels and flow distributions meet expecta-
tions.
    During the initial operation, any erosion and
channeling that develops should be eliminated by
raking the substrate and filling by hand. Rills on
the dike slopes and spillways should be filled with
suitable material and thoroughly compacted.
These areas should be reseeded or resodded and
 fertilized as needed. If there is seepage under dr.
 through a dike, an engineer should be consulted to
 determine the proper corrective measures: Startup
 of a new wetland system is a critical time.  System
 startup comprises the filling and planting of the
 wetland and a period in which the soil/media,
 plants, and microbes adjust to the hydrologic
 conditions in the wetland. Like all living systems.
 wetlands are better able to tolerate change if they
 have been allowed time to stabilize initially.     -
     After the initial stabilization period, a gradual
 increase in wastewater flow to allow the system to
 adjust to the new water chemistry is often  wiser
 than immediately operating at the ultimate flow.
 In Europe, a full growing season is often allowed
 before wastewater is, added.  Much shorter stabili-
  zation periods (several weeks to several months)
  are typical in the United States. Wastexvater
  should not be added until the plants have shown
  new growth, indicating that thฎ roots have recov-
  ered from transplanting. Highly concentrated
  wastewaters, such as some agricultural wastes,
  will require a more gradual introduction than will
'  less concentrated waters, such-as stormwater or
  pre-treated sewage effluent.
            INSPECTION, STARTUP,
                  AND TESTING
         Before accepting the final product, the wet-
     land should be flooded to design depth and all
     components, such as pumps and water.control
40
                                  VOLUME 1: GENERAL CONSIDERATIONS

-------
                                       CHAPTERS
              OPERATION, MAINTENANCE, AND MONITORING
           OPERATION AND
            MAINTENANCE

   Wetlands must be managed if they are to
perform well. Wetland management should focus
on the most important factors in treatment perfor-
mance:
• providing ample opportunity for contact of the
  water with the microbial community and with
  the litter and sediment
• assuring that flows reach all parts of the wetland
• maintaining a healthy environment for microbes
• maintaining a vigorous growth of vegetation.  •
            OPERATION AND   •
   .     ' MAINTENANCE PLAN

   Operation and maintenance (O&M) should be
described in an O&M plan written during the
design of the constructed wetland system. The
plan can be updated to reflect specific system
characteristics learned during actual operation.
The plan should provide a schedule for routine
cleaning of distribution systems and weirs, dike
mowing and inspection, and system monitoring.
The plan should specify those individuals  .
responsible for performing and paying for
maintenance. The plan should address:'
• setting of water depth  control structures      .

• schedule for cleaning and maintaining inlet
  and outlet structures, valving, and monitoring
  devices
• schedule for inspecting embankments and
  structures for damage

 • depth of sediment accumulation before re-
  moval is required                 .

 • operating range of water levels, including
  acceptable ranges of fluctuation
 • the supplemental water source to be used to
  ensure adequate water levels during establish-
  ment and operation

 • wastewater application schedule, if this is part
  of the system design. An application schedule
  should-be selected that is both convenient and ,
  relatively continuous. Short, high-flow dis-
  charges to a wetland are more likely to erode or
  damage established vegetation than lower
.  velocity, more continuous flows.
 • scheduling discharges to or from the wetland,
  recycling/redirecting flows, or .rotating between
  cells, if such ar.e part of the design.


 HYDROLOGY
     In SF wetlands, water should reach all parts of -
 the wetland surface.  The wetland should be peri-
 odically checked to ensure that water is moving
 through all parts of the wetland, that buildup of
 debris has not blocked flow paths, and that stagnant
 areas have not developed.  The importance of
 assuring adequate water depth and movement
 cannot be over-emphasized. Stagnant water de-
 creases removal and increases the likelihood of
 mosquitoes and unsightly conditions. Flows and
 water levels should be checked regularly.
     SSF wetlands should be checked to see that
 surface flow is not developing.
  STRUCTURES     .
     Dikes, spillways, and water control structures
  should be inspected on a regular basis and immedi-
  ately after any unusual flow event. Wetlands
  should be checked after high flows or after rapid ice
  break-up; both can scour substrates, particularly at
  outlets. Any damage, erosion, or blockage should
  be corrected as soon as possible to prevent cata-
  strophic failure and expensive repairs.
                                     VOLUME 1: GENERAL CONSIDERATIONS

-------
   VEGETATION "
       Wafer level management is the key to deter-
   mining the success of vegetation.  While wetland
   plants can'tolerate temporary changes in water
   depth, care should be taken not to exceed the
   tolerance limits of desired species for extended
   periods of time. Water depth can be increased
   during the cold months to increase retention time
   and to protect against freezing. Alternating floxvs
   and drawdown may help to oxidize organic matter
   and to encourage the recruitment of new plants
   into the wetland. Vegetative cover on dikes should
   be maintained by mowing, and fertilizing or .
    liming, as needed. Frequent mowing encourages
    grasses to develop a good ground cover with
    extensive root systems that resist erosion, and
    prevents shrubs and trees from becoming estab-
    lished.  The roots of shrubs and trees can create
    channels and subsequent leakage through the
    berm.
        Vegetation should be inspected regularly and-
    invasive species should be removed. Herbicides
    should not  be used except in extreme circum-
    stances, and then only with extreme care, since
    they can severely damage emergent vegetation.


    MUSKRATS-           -.                 .     .
        Muskrats and other burrowing animals can
    damage dikes and liners. If wire screening was not
    installed in the dikes, a thick layer of gravel, rock.
    or bentonite over trouble spots may inhibit bur-
    rowing. If damage continues, the animals may
    have to be  trapped and removed for temporary
    relief until wire screen can be installed. Burrows
     can also be sealed by placing bentonite clay in the
     entryway and adding water to the bentonite to seal
     the opening.
     MOSQUITOES
         Mosquitoes are common in natural wetlands
     and can be expected in constructed wetlands.
     However, in the mid-    -"tic states, mosquitoes
 are usually not a major problem in constructed
 wetlands.
     The best approach to avoiding mosquito
 problems in constructed wetlands is to create
 conditions in the wetland that are not attractive to
 mosquitoes or are not conducive to larval develop-
 ment. Open, stagnant water creates excellent
 mosquito breeding habitat, and stagnant, high
 nutrient water is ideal for larval development.
 Flowing water and a covered water surface mini-
 mize mosquito development.
     Control methods include unblocking flows to
  eliminate stagnant backwaters, shading the water
  surface (females avoid shaded water for egg-
  laying), and dispersing floating mats of duckweed
  or other floating plants.
     Purple martins, swallows, and  bats can eat
  thousands of adult .mosquitoes every day, so
  providing purple martin houses, swallow      _
  perches, and bat boxes will reduce the number
  of mosquitoes.       .
      Mosquitofish (Gambusia) can be introduced to
  prey on mosquito larvae. The green sunfish
  (Lepomis cyanellus), a native, hardy, and aggres-
  .sive mosquito-eating fish, can be used in areas that
  are too cold for mosquitofish. Some control is
  provided by the larvae of insects, such as dragon-.
,  flies, which prey on mosquito larvae.
      The control of mosquitoes with insecticides,
   dils. and bacterial agents such as Bti (Bacillus
   thuringiensis israelensis) is often difficult in
   constructed wetlands.  The use of insecticides in
   constructed wetlands with large amounts of
   organic matter is ineffective because the insecti-
   cides adsorb onto the organic matter and because
   they are rapidly diluted or degraded by the water
 '  traveling through the wetland. Chemical treat-
   ment should be used with caution because it is
   poorly understood and runs the risk of contami-
   nating both the wetland and the receiving stream.
   Before beginning any involved control procedures.
   every aspect of the wetland system and the sur-.
   rounding area should be carefully inspected,
   perhaps with the aid of a good vector control
   specialist.  The inspection should include such
42
                                  VOLUME 1: GENERAL CONSIDERATIONS

-------
minor components as old cans, discarded tires,
undrainable depressions in wooded areas, hollow
stumps, water control structures, open piping, and
anywhere else that standing water can accumulate.
Mosquito problems often originate from some small
and frequently overlooked .pocket of standing water
rather than from the wetland as a whole.
               MONITORING

    Monitoring is an important operational tool that:

 • provides data for improving treatment performance

 • identifies problems
 • documents the accumulation of potentially toxic
  substances before they bioaccumulate
 • determines compliance with regulatory require-
  ments.                   •                 •
    Monitoring is needed to measure whether the
 wetland is meeting the objectives of the wetland
 system and to  indicate its biological integrity. Moni- •
 toring the wetland can identify problems early on,
 when intervention is most effective. Photographs can
 be invaluable  in documenting conditions. Photo-
 graphs should be taken each time at the same loca-
 tions and viewing angles.
    The level  of detail of the monitoring will depend
 on the size and complexity of the wetland system and
 may change as the system matures and its perfor-
 mance becomes more well known.- As a minimum,
 lightly-loaded systems that have been operating
 satisfactorily  may only need to be checked every '.
 month and after every major storm. Those that are
 heavily loaded will require more frequent and de-
  tailed monitoring.

  MONITORING PLAN
     A written monitoririg plan is essential if continu-
  ity is to be maintained throughout the life of the
  project, which may span many decades.  The moni-
  toring plan should include:
  • clearly and precisely stated goals of the project
• the specific objectives of monitoring
• organizational and technical responsibilities

• tasks and methods         .
• data analysis and quality assurance procedures
• schedules
• reporting requirements
• resource requirements                       .
• budget.


MONITORING FOR
  DISCHARGE COMPLIANCE
    Monitoring for compliance with the limita-
 tions of the discharge permit represents the mini-
 mum of sampling and analysis-requirements.  A
 fixed weir at the outlet provides a simple means
 of measuring flow and collecting water samples.
 The parameters to be monitored and the frequency
 of data collection will be set by the terms of the.
 permit.


 MONITORING FOR
   SYSTEM PERFORMANCE
     Wetland system performance is usually as-
 sessed by determining:
  • hydraulic loading rates
  • inflow and outflow volumes   .
  • water quality changes between inflow and-
   outflow
  • excursions from normal operating conditions.
     The effectiveness of contaminant removal can
  be determined from the difference between influ-
  ent loads (inflow volume x contaminant concen-
  tration) and effluent loads (discharge volume x
  contaminant concentration).  The parameters of
  concern may include:    .
  • domestic wastewater: BOD$, nitrogen, phospho-
    rus, total suspended solids, heavy metals,
    bacteria (total or fecal coliform)
                                       VOLUME I: GENERAL CONSIDERATIONS
                                                                                                   43

-------
                                                                                                            1
  • agricultural wastewater: BOD5, nitrogen, phos-
    phorus, total suspended solids, pesticides,
    bacteria (total or fecal coliforml
  • mine drainage: pH, iron, manganese, aluminum,
    total suspended solids, sulfate
   • stormwater: total suspended solids, nitrogen,
    phosphorus, heavy metals, vehicle emission
    residues
       Surface water sampling stations should be
   located at accessible points at the inlet and outlet,
   and, depending on the size and complexity of the
   system, at points along the flow path within'the
   wetland. Surface water quality stations should be
   permanently marked.  Boardwalks can be installed
   to avoid disturbing sediment and vegetation >vhile
   sampling. If the wastewater could contain toxic
   pollutants, such as pesticides or heavy metals.
   sediments should be sampled once or twice a year
   to monitor the potential buildup of contaminants
   in the wetland sediments.  The effluent should be
   sampled during high storms and high spring
   runoff flows to assure that sediments are being
   retained in the wetland. Groundwater should also
   .be monitored once or twice a year to ensure that •
    the wetland is not contaminating groundwater.
 plots, usually 3 ft x 3 ft) within the wetland at
 selected locations.  A lightweight, open frame of
 wood or PVC pipe is laid on the wetland and the
 number of stems of each species present within
 the frame is counted. Changes of concern include
 an increase in the numbers of aggressive nuisance
 species, a decrease in the density of the vegetative
 cover, or signs of disease.
    The vegetation in constructed wetlands is
 subject to gradual year-to-year'change, just as in
 natural wetlands. There may be tendency for
 some species to die out and be replaced by others.
 Temporary changes, such as the appearance of
 duckweed or algae, can occur in response to
 random or seasonal climatic changes. Because
 vegetative changes are often slow, they may not be
 obvious in the short-term, and good record-
 ' keeping becomes essential.                  .
     .The buildup of accumulated sediment andr
 litter decreases the available water storage capac-
  ity, affecting the depth of the water in the wetland
- and possibly altering flow paths. Sediment, litter.
  and water depths should be checked occasionally.
    MONITORING FOR
      WETLAND HEALTH
        The wetland should be checked periodically to
    observe general site conditions and to detect major
    adverse changes, such as erosion or growth of
    undesirable vegetation^ Vegetation should be
    monitored periodically to assess its health and
    abundance. For wetlands that are not heavily
    loaded, vegetation monitoring need not be quanti-
    tative and qualitative observations of the site will
    usually suffice. Large systems and those that are
    heavily loaded will require more frequent, quanti-
    tative monitoring. In general, more frequent
    monitoring also is required during the first five
     years after the wetland is installed.
         Species composition and plant density are
     easily determined, by inspecting quadrats (square
44
                                  VOLUME 1:  GENERAL CONSIDERATIONS

-------
                                        REFERENCES
 Cooper, P. F., and B.-C. Findlater (eds.). 1990.
  Constructed Wetlands in Water Pollution Control.
  Proceedings of the International Conference on
  the Use of Constructed Wetlands in Water Pollu-
  tion Control. Cambridge, UK, 24-28 September. ~
  WRc, Swindon, Wiltshire, UK. 605 pp.

 EPA (Environmental Protection Agency). 1993.
  Wetland Creation and Restoration: Status of the
  Science. Washington, DC.

 Hammer, D. A. (ed.). 1989. Constructed Wetlands
  for Wastewater Treatment: Municipal, Industrial
  and Agricultural Lewis Publishers, Chelsea. MI.
  831 pp.

 Hilton, Bl L.  1993.  Performance evaluation of a
  closed ecological life support system (CELSSJ
  employing constructed wetlands,  pp 117-125 in
  Constructed Wetlands for Water Quality Improve-
  ment, G. A. Moshiri (ed.). CRC Press, Boca Raton.
  FL.

Jacobson, M. A.  1994: Prairie Wetland Restoration
  and Water Quality Concerns.  Master's thesis,
 ' University of Minnesota. MN.. 101 pp.

Kadlet.J. A.  1993.  Effect of depth of flooding on
  summer water budgets for small diked marshes.
  Wetlands 13:1-9:

Kadlec, R. H. 1989. Wetlands for treatment of
  municipal wastewater. pp 300-314 in Wetlands
  Ecology and Conservation:. Emphasis in Pennsyl-
  vania, S. K. Majumdar, R. P. Brooks, F. J. Brenner,
  and R. W. Tiner. Jr. (eds.). The Pennsylvania
  Academy of Science, Philadelphia. PA.

Livingston, E. -1989. Use of wetlands for urban
  stormwater management pp 253-262 in  Con-
  structed Wetlands for Wastewater Treatment, D.
  A. Hammer (ed.).  Lewis Publishers, Chelsea, ML

Mitsch, W. J.  1992.  Landscape design and the role
  of created, restored and natural riparian wetlands
  in controlling nonpoint source pollution. Eco-
  logical Engineering 1(1992): 27-47.
 Moshiri, G. A. (ed.).  1993. Constructed Wetlands
   for Water Quality Improvement. CRC Press, Boca
   Raton, FL.  632 pp.

 SCS (Soil Conservation Service).  1991. Measure-
   ment and Estimation of Permeability of Soils for
   Animal Waste Storage Facilities. Technical Note
   717, South National Technical Center (SNTC),
   Ft. Worth, TX. 35pp.          '

 SCS (Soil Conservation Service).  1992. Engineer-
   ing Field Handbook. Chapter 13: Wetland restora-
   tion, enhancement., or creation.  210-EFH, 1/92.

 SCS (Soil Conservation Service);  1993. Design and
   Construction Guidelines for Considering Seepage
   from Agricultural. Waste Storage Ponds and
   Treatment Lagoons.  Technical Note 716, South
   National Technical Center (SNTC), Ft. Worth, TX.
   unpaged.      .

 Schueler, T. R. 1992.  Design of Stormwater Wet-
   land Systems': Guidelines for Creating Diverse
  and Effective Stormwater Wetland Systems in the
  Mid-Atlantic Region. Metropolitan Council of
  Governments. Washington, D.C. 127 pp.

 Surrency D. S. 1993. Evaluation of aquatic plants
  for constructed wetlands,  pp 349-357 in Con-
  structed Wetlands for Water Quality Improve-
  ment. G. A. Moshiri (ed.).  CRC Press, Boca Raton,
  FL.

Taylor, H. N.. K. D. Choate. and G; A. Brodie. 1993.
  Storm event effects on constructed wetland
  •discharges, pp 139-145 in Constructed Wetlands
  for Water Quality Improvement, G. A. Moshiri
  (ed.). CRC Press, Boca Raton, FL.

Thunhorst, G. A. 1993. Wetland Planting Guide
  for the Northeastern United States.  Environmen-
  tal Concern. Inc. St. Michaels, MD.

US Army Corps of Engineers. 1993. Selection
  and acquisition of wetland plant species for
  wetland management projects.  WRP Tech.  Note
  VN-EM-2.1. US Army Engineer Waterways
  Experiment Station, Vicksburg, MS. 5 pp.
                                      VOLUME i: GENERAL CONSIDERATIONS
                                                                                                  45

-------
    Water Pollution Control Federation.  1990.
      Natural Systems for Wastewater Treatment.
      Manual of Practice FD-lfr, Chapter 9. Alexan-
      dria, VA.
    Watson, J. T., and J. A Hobson. 1989. Hydraulic
      design, considerations and control structures
      for constructed wetlands for wastewater-
      treatment. pp 379-391 in Constructed Wet-
      lands for Wastewater Treatment, D. A. Hammer
      (ed.). Lewis Publishers, Chelsea, ML
     Webster, H. J., M. J. Lacki, and J. W. Hummer.
      1994. Biotic development comparisons of a
      wetland constructed to treat mine water with a
      natural wetland system, pp 102-110 in Vol-
       ume 3, Proceedings International Land Recla-
      mation and Mine Drainage Conference and
       Third International Conference on the Abate-
       ment of Acidic Drainage, Pittsburgh, PA.  April
       24-29,1994. Bureau of Mines Spec. PubL
       SP06C-94.  -
     Wetzel, R. G., 1993. Constructed wetlands:
       scientific foundations are critical, pp 3-7 in
       Constructed Wetlands for Water Quality
       Improvement, G. A. Moshiri (ed.). CRC Press,
       Boca Raton, FL.
AG           '• .        '          VOLUME 1: GENERAL CONSIDERATIONS

-------
1.  Constructed wetlands, such as this stonnwater
  wetland, provide aesthetics and wildlife habitat as
  well as water quality improvement and stormwater.
 "control.
 3. Site surveys are necessary for proper
   design and construction.
  4. Including a deeper, open water area
    increases the wildlife value of the
    wetland and may increase ammonia
    removal.
                                                     2. Constructed wetlands are a cost-effective
                                                        means of removing metals from mine
                                                        drainage.   The black deposits are
                                                        manganese precipitates.

-------
5. An organic substrate is often used for wetlands
   that will treat coal mine drainage.  .
 7. Perforated inlet pipes are a simple way to
   distribute wmstewater across the width of the
   cell.
                                                      6. This anoxic limestone drain, which is being built
                                                        with the help of the National Guard, will add
                                                        alkalinity to acidic drainage from an abandoned
                                                        coal mine before wetland treatment.
 8. Construction usually requires heavy
    equipment.

-------
                                                                                                                    1
                                                    10. A V-notch weir is simple to construct but"
                                                        does not allow water levels to be adjusted
                                                        easily.
9.  Straw bales can be used to create long flow paths
   'as part of the initial design, as here, or they can
   be added later to correct short-circuiting.
                                                     12. After excavation, grading, and compaction,
                                                         a newly-constructed wetland is ready for
                                                         planting.
                                                     11. Structures may-need to be protected from
                                                         vandals and animals.

-------
13. After flooding the wetland to settle the
    substrate, the wetland should be drained
    for planting.                     .
                                                   14. Water levels can be raised gradually as the;--
                                                       plants grow.                           r
15. A cattail rhizome.
                                                    16. Dense vegetation promotes sedimentation
                                                        and pollutant removal.

-------
   NOTES

VOLUME 1:'GENERAL CONSIDERATIONS

-------
                                               NOTES
52
                               VOLUME 1: GENERAL CONSIDERATIONS

-------
                                                                                                                           f
                                                 GLOSSARY

                    not involving biological processes
aerobic	:	requiring free oxygen
        ...;	primitive green plants that live in wet environments
       .	anoxic limestone drain -         .                                                   .
            .'	acidic mine drainage       .   .  ,
       	abandoned mine lands                            .                           •
anaerobic		a situation in which molecular oxygen is absent: lacking oxygen
anoxic	without free oxygen
aquifer	,.	a permeable material through which groundwater moves
aspect	.	the ratio of length to width                                        .
AWMS	animal waste management system    .
baseflow..	.		the portion of surface How arising from groundwater. the between-storm flow
biomass		the mass comprising the biological components of a system
biou'c		.-.,. the living parts of a system: biological
BMP	Best Management Practice                                                            .
BOD	biochemical oxygen demand, often measured as 5-day biochemical oxygen demand (BOD5): the consump-
                     tion of oxygen by biological and diemical reactions                       "•
CEC ..........~	cation exchange capacity                                   -                     • •       _ _;
community (plant)	the assemblage of plants that occurs in an area at the same time            .
denitrification	 the con version of nitrate to nitrpgan gas through the removal of oxygen
detritus.	loose, dead material; in wetlands, largely the leaves arid stems of plants
 emergent wetland	a wetland dominated by emergent plants, also called a marsh
 EC	.	electrical conductivity                                                                     .
 effluent	. the surface water flowing out of a system
 emergent plant	a non-woody plant rooted in shallow water with most of the plant above the water surface
 ET	 evapotranspiration-       •        •     .
 evapotranspiration	loss of water to the atmosphere-by evaporation from the water surface and by transpiration by plants
 exfiltration.	the movement of water from a surface water body to the ground
 exotic species	not native; introduced
 HLR	  hydraulic loading rate; loading on a unit area basis
 HRT		.	hydraulic residence time; average time that moving water remains in a system
 hydric soU  .„	a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic
                      conditions in the upper part of the soil
 hydrolysis	chemical decomposition by which a compound is resolved into other compounds by taking up  the ele-
                      ments of water     .
 hydroperiod	the seasonal pattern of changes m water level
  infiltration	the movement of water from the ground into a surface water body
  influent	the surface water flowing into a system
  karst	irregular, pitted topography characterized by caves, sinkholes, and disappearing streams and springs, and
                      caused by- dissolution of underlying limestone, dolomite, and marble
  marsh	an emergent wetland
  microbe	microscopic organism; includes protozoa, bacteria, yeasts, molds, and viruses

-------
microorganism	term often used interchangeably with microbe
native species	one found naturally in an area: an indigenous species
nitrification	the conversion of ammonia to nitrate through the addition of oxygen
non-persirtent plant... a plant thmt breaks down readily after the growing season
non-vascular plant	a plant without differentiated tissue for the transport of fluids; for instance, algae          !
NFS	..	 nonpoint source
organic matter ............ matter containing carbon                                                 :
oxidation ......	the process of changing an element from a lower to a higher oxidation state by the removal of an
                     electron(s) or the addition of oxygen .
pathogen..................... -a disease-producing microorganism                                                             •
peat	ซ...ซ	~~i... partially decomposed plant material, chiefly mosses
perennial plant^...	a plant that lives for many years
permeability.	 the capacity of a porous medium to conduct fluid             '                                                1
persistent plant	a plant whose stems remain standing from one growing season to the beginning of the next
redbx........................... reduction/oxidation       •               .     '         .  •                                     •
reduction .'..„	-.. the process of changing an element from a higher to a lower oxidation state, by the addition of an
                     electron(s)                                .                                               .       .
rhizome	a root-like stem that produces roots from the lower surface and leaves, and stems from the upper surfcce
riparian	 pertaining to the bank of a stream, river, or wetland                ,
SAPS	~	successive alkalinity-producing system
SF	;..... surface! flow    '        '    "    .                  "              -
SSF	subsurface flow                                               .             ....''
  *                                                                          -                         .-•''"'
stolon	I	ป	a runner that roots at the nodes                          -
scarification	 abrasion of the seed coat                        ,
stratification	 treatment of seed by  exposure to cold temperatures
succession	the orderly and predictable progression of plant communities as they mature
transpiration............... the process by in which plants lose water
tussock......		a hummock bound together by plant roots, especially those of grasses and sedges
tuber	~	a short thickened underground stem having numerous buds or "eyes"
TSS	ป	total suspended solids                         ..           •
vascular plant	a plant that possesses a well-developed system of conducting tissue to transport water, mineral salts, and
                     ' foods within the plant
wrack	~. plant dehrto carried by water                                                                       •

-------
                          ABBREVIATIONS AND CONVERSION FACTORS
 MULTIPLY
 ac. acre
 cfs. cubic foot-per second
 cfs, cubic foot per second
 cm, centimeter
 on/sec, centimeter per-second
 "F. degree Fahrenheit
 ft. foot
                               ป
 ft2, square foot
 ft3, cubic foot
 ft/mi, foot per mile
 fps. foot per second
 K/mz/day, gram  per square meter per day
 gal, gallon
 gal. gallon
 Hpm. gallon per minute
 ha. hectare
 inch
 kg, kilogram
 kg/ha/day, kilogram per hectare per day
 kg/in2, kilogram per square meter
L, liter
L. liter
Ib, pound
ll>/ac, pound per acre
m, meter    '             •    .
m2. square meter
m3, cubic meter
m3, cubic meter
iป3/ha/day, cubic meter per hectare per day
""in, millimeter
mi. mile
 BY"                 TO OBTAIN
 0.4047                 ha. hectare          .       '
 448.831                gpm. gallon per minute
 2.8317 xlO'2           m3/s. cubic meter per second
 0.3937                 inch
 3.28 x 10'2,             fps. foot per second
 5/9 (ฐF - 32)            ฐC. degree Celsius
 0.305                  m. meter
 9.29 x 10*2             m2- square meter
 2.83 x 10'2             m3, cubic meter
 0.1895                 m/km, meter per kilometer
 18.29                  m/min, meter per minute
 8.92                   Ib/ac/day. pound per acre per day.
 3.785                  L. liter
 3.785 xlO'3            m3. cubic meter    '
 6.308 x 10'2            Us, liter per second.
 2.47                   ac,.acre
 2.54                   cm, centimeter.
 2.205                  Ib, pound
 0.892                  Ib/ac/day, pound per acre per day
 0.2                    lb/ft2, pound per square foot
 3.531 xlO'2            ft3, cubic foot
 0.2642          •       gal, gallon
 0.4536                 kg, kilogram
 1.121                  kg/ha, kilogram per hectare
 3.28                   ft. foot
 10.76                .  ft2, square  foot
•1.31                   yd3, cubic yard  •
 264.2                  gallon, gal
 106.9                  gallon per  day per acre, gpd/ac
 3,94 x 10'2             inch
 1.609'           '  .    kilometer,  km

-------
*
4

-------
 For nk by *ettS. Covenant PrimJnjOfliee
                              2040Z.9HS
       ISBN 0-16-052999-8
  ISBN 0-16-052999-8
9 "780160"529993'
                                                                             f
                                                                             I
                                                                             •V

-------

-------