This webpage provides guidance for managing development to gain the benefits of growth while minimizing negative impacts to brook trout populations. By "development" we mean new shopping centers, highways, housing and other projects proposed for sites in brook trout watersheds. This webpage was created for citizens and citizen groups working to preserve and enhance brook trout populations.
The brook trout (Salvelinus fontinalis) is a member of the Salmon family which is native to the Eastern U.S. and Canada. This highly valued species is one of 700 North American freshwater fish, 39% of which are imperiled in many areas. Besides their intrinsic value brook trout and other fisheries have tremendous economic importance. One study indicated that a mile of fishing stream has an annual economic impact of $542,000.
The map below is from a report by Trout
Unlimited (TU) , America's premier coldwater fishery advocacy
organization: . The map
, America's premier coldwater fishery advocacy organization:Eastern Brook Trout Conservation Portfolio, Range-wide Habitat Integrity and Future Security Assessment, and Focal Area Risk and Opportunity Analysis
. The mapshows the status of Eastern Brook Trout throughout their range. Only the dark blue areas have relatively secure populations. The least secure areas are highlighted orange to red, which are also the areas where future watershed development pressure will be most intense.
Factors threatening brook trout include:
Trout Unlimited and other organizations have a number of efforts underway to stabilize and enhance our remaining eastern brook trout populations. These efforts are also intended to restore waters once inhabited by this remarkable species.
With regard to watershed development, the following management practices are essential to allowing a reasonable amount of growth without jeopardizing an eastern brook trout population. Clicking on the green text below will take you to the scientific studies supporting each practice.
The remainder of this webpage provides further detail on the brook trout management practices presented above and aquatic resource preservation in general. Please contact CEDS at 410-654-3021 or Help@ceds.org if you have any questions or would like help in using these practices to preserve and enhance your favorite waters.
We assume you're visiting this webpage because you're concerned about how a proposed development project may impact brook trout waters or some other wetland, stream, or lake you treasure. If you are like most folks new to this form of advocacy you probably think its both difficult and expensive to prevent impacts. The good news is that its actually quite easy. And you probably don't need a lawyer or any other professionals.
The reason is that its generally easy to modify most development proposals to utilize the highly-effective aquatic resource protection measures that have come into use over the past decade. And these measures can actually save the developer money. With your support the developer is more likely to gain approval from permitting agencies to use these measures.
We've found most development companies are anxious to work with citizens who have realistic solutions to potential impacts. We call this approach Equitable Solutions. We have a webpage devoted to the approach where you'll find detailed advice on how to make it work for you: Equitable Solutions webpage. And when the company isn't so anxious, the CEDS Smart Legal Strategies approach usually allows our clients to prevail.
A massive commercial project was proposed along a river plagued by excessive nutrient inputs. Loadings of the key nutrient - nitrogen - under four scenarios is shown in the following graph.
The local government had allowed the project to use antiquated stormwater controls. As shown in the graph, with no stormwater pollution control this project would have dumped 827 pounds of nitrogen a year into the river. The approved control would reduce the loading to 623 pounds, which was far in excess of that needed to protect the river. With the use of highly-effective controls - Environmental Site Design (ESD) - only 287 pounds of pollution would have been released. Highly-effective controls are described later in this webpage.
Initially both the developer and local government insisted that ESD would not work on the site. CEDS showed this was not true. We made this project the poster-child for poor stormwater management throughout the county. This and other actions eventually resulted in the developer agreeing to make full use of ESD. Plus this campaign raised compliance with ESD requirements from 27% to 75% countywide. For further detail see our analysis. For an example of an analysis of rezoning and annexation impacts see: Ann Arbor Report. An example of a CEDS evaluation of of how well a locality makes use of highly-effective protection measures can be found at: Montgomery County Environmental Site Design Audit.
Converting forest and farms to houses, streets, shopping centers and parking lots can greatly increase the volume of stormwater runoff as well as the quantity of pollutants entrained in runoff. Most of the impact comes from sealing the earth with impervious surfaces: asphalt, concrete, rooftops, etc. But initial damages occur during the construction phase due to direct physical impacts such as bulldozing stream channels or filling wetlands. These early impacts also include clearing streamside and watershed forests. During the construction phase soil erosion and mud pollution can increase by ten- to a hundred-fold. Post-construction impacts include: accelerated channel erosion, loss of groundwater recharge, stormwater wash off of pollutants from lawns and impervious surfaces, discharge of heated runoff from streets and ponds, and flood damage to downstream structures. Impacts can also result from:
After passing so far through the earth this inflow has an average temperature of 55°F with a range of 37°F at the Canadian border to 77°F in south Florida (see groundwater temperature map below). As explained in the next section, this inflow is crucial to minimizing the effect of heated runoff from impervious surfaces like asphalt or from stormwater pond overflow.
Loss of Shading Vegetation: A stream flowing from a forest, where it is heavily shaded, into a section where development has removed all shade, can exhibit a 20°F increase within the first half-mile.
Aquatic Resource Impact of Excess Temperature: Some of our most important game fish, like trout and other salmonids, perish at a temperature in excess of 72°F. It is not unusual for trout stream to have a temperature is the mid- to upper-60°F range in the summer. A 12°F increase would be lethal at that time. Additionally, a heated pond, lake, tidal waterway or sluggish river exhibit more frequent dissolved oxygen deficiencies as water temperature increases. Elevated water temperature also tends to increase the adverse effects of toxic pollutants.
Nutrients: Nitrogen and phosphorus are the primary nutrients of concern. Both are needed by algae, submerged aquatic vegetation (SAV) and other plants growing in our wetlands, streams, lakes and tidal waters. When present in excessive amounts nutrients can cause the flora of a waterway to transition from rooted plants to algae. SAV are essential habitat for fish and other aquatic organisms. The loss of SAVs can bring about a dramatic reduction in fish, shellfish and the organisms they feed upon. If left unchecked the sheer abundance of decaying algae can lower dissolved oxygen levels to the point of causing mass fish kills. It can also lead to the proliferation of Harmful Algae Blooms which release substances toxic to aquatic life, humans and our pets.
Toxics: The most common toxic pollutants present in stormwater runoff are the metals cadmium, copper, lead and zinc as well as nickel and chromium in some situations. A primary source of these metals is from motor vehicle exhaust as well as both engine and tire wear. Copper and zinc tend to be the pollutants most likely to cause a toxic effect. But when dealing with toxic pollutants one does not focus on average concentrations but the maximum likely to recur once every three years or so. This time period is based upon how frequently an aquatic community can be exposed to substances that kill without making recovery difficult.
Sediment: Once a construction site is completed, very little sediment comes from buildings, streets, parking lots or even lawns. The source of most of the sediment is from accelerated channel erosion caused by the large increase in runoff volumes (see photo below). However, it is still essential that the sediment entrained in runoff be kept out of nearby waters. This is because a sizeable portion of the pollutants carried in stormwater are attached to sediment particles. For example, up to 80% of the VOCs discussed below enter waterways attached to sediment particles.
Disease-Causing Organisms: Also known as biological pathogens, the organisms present in stormwater include those causing giardiasis, salmonellosis, infectious hepatits, typhoid fever and cholera. In many suburban-urban area sewage from leaking or overflowing sewerlines is the source of these pathogens along with pet and wildlife wastes washed from our rooftops and lawns by stormwater. Other sources include leaking dumpsters, pools, hot tubs, along with a number of other sources where wastes from humans and other mammals may be washed into waterways. One study indicated that pathogen indicator organisms reached unsafe levels when watershed impervious area is around 15%. But a public health issue can occur at much lower development intensities. In other words, all suburban-urban waterways may contain unhealthful pathogen densities. Most homes in the nation are a few minutes walk from the nearest urban-suburban waterway. All parents know how difficult it is to keep children from playing in these nearby waters. This means our only option is to restore all waters to a child safe and friendly condition.
Volatile Organic Compounds: VOCs in drinking water may be harmful to the nervous system, kidneys and liver. VOCs detected in stormwater runoff from impervious surfaces include compounds such as benzene, chloroform, toluene and many others. A subgroup of VOCs known as polycyclic aromatic hydrocarbons (PAHs) are the major VOCs detected in highway runoff and urban stormwater. PAHs come mostly from crankcase oil and vehicle emissions. VOCs tend to have a low direct toxicity to aquatic life, but can become a serious threat as they bioaccumulate. This is the process where the VOCs consumed by lower organisms are absorbed in their tissues then consumed and concentrated in the tissues of organisms higher link of the food chain. Eventually bioaccumulation causes harm to the higher organisms including humans.
Deicing Salts: Sodium chloride is the principle salt used to reduce road icing. Besides giving drinking water an unpleasant (salty) taste, this compound can harm human health and exert a toxic effect upon aquatic life. Salt pollutes waterways when it washes off of treated roads. It enters groundwater mostly by splashing onto roadside areas and infiltrating down through the soil column. It can also be released from poorly designed salt storage sites. The U.S. Geological Survey found salt levels above aquatic life protection standards in 40% of the urban streams sampled but only 2% of wells exceeded drinking water standards. The salt concentration in our waters has been increasing over time as we use ever greater amounts.
|Aquatic Resource||Impervious Area||Houses Per Acre|
|Brown trout & other salmonids||<5%||<0.16|
|Bogs& other highly-sensitive wetlands||6%||0.20|
|Other freshwater fish||8%||0.33|
|Levels of disease-causing organisms appear to be sufficiently high that one should no longer wade or swim||15%||1.1|
|Most aquatic life eliminated||25%||2.5|
In reality, aquatic resource impacts begin when the first house is built in a forest-covered watershed without effective control measures. But we lack measurement techniques sensitive enough to detect these early impacts. And even if development remains below these thresholds unique conditions may exist which cause impacts to be much higher than normal, like an abundance of highly-erodible soils.
The table above shows that aquatic resource damage generally begins when watershed impervious area exceeds 5%. This equates to 660 feet of downstream waters degraded for each acre of impervious surface.
We've entered into an era when most states are requiring the use of highly-effective measures to minimize the impacts of development. These new approaches are described below under Aquatic Resource Protection Methods. The new approaches offer the possibility of allowing us to reap the benefits of growth with no impact to aquatic resources. However, we will not be able to tell if the approaches really work for another 20 years or so. In the interim, it may be best to limit development in watersheds supporting high-quality waters or those with highly-regarded organisms, like game fish or threatened-endangered species, to the impervious area thresholds given above.
Excellent: No limits on human uses. Can support highly sensitive fish and other aquatic life. Waters smell and look very clean.
Good: The most sensitive aquatic organisms may no longer thrive but game fish populations can be greater than in excellent quality waters. Other wise no restrictions on human uses. These waters may look a bit less clean.
Fair: Sensitive aquatic organisms have been eliminated along with most game fish. People should not swim in these waters, though wading and paddling may be okay. However, fair quality waters may not look or smell clean.
Poor: All but the most pollution tolerant fish and other organisms have been eliminated. Any direct body contact should be avoided. Extensive treatment may be needed prior to use as a public water supply.
Dead: Though this rating seldom appears in reports, it should. When impervious area exceeds 25% a waterway may become quite devoid of aquatic life.
Another rating system categorizes aquatic resource health as: Sensitive, Impacted and Non-Supporting. Sensitive is equivalent to Good or Excellent. Impacted would be Fair to Poor. And Non-Supporting waterways are mostly Dead.
The following table relates percent impervious area to categories of aquatic resource health. These are general ratings, not applicable to highly-sensitive waters.
|Good||5% - 10%|
|Fair||10% - 15%|
|Poor||15% - 25%|
|Sensitive||0% - 10%|
|Impacted||10% - 25%|
|Aquatic Resource Condition||Minimum Percent of Watershed In Forest||Minimum Percent of Stream Banks With 100-Foot Buffers|
This impact category includes withdraw of water from the ground and from surface water bodies. Groundwater is the source of 37% of the water consumed in USA homes. Surface water bodies account for the other 63%.
Withdraws that are most harmful are those where so much water is consumed that other users or aquatic ecosystems suffer. But many uses then return a large part of the water. For example, in New Mexico 43% of the groundwater withdrawn by a rural residential well will be returned via the septic system serving the rural home. On Cape Cod 85% of household water consumption was released into the soil through septic systems. Particularly harmful are uses that withdraw water from one watershed then discharge it in another watershed.
The aquatic ecosystem impact of water withdrawals is much the same as for reduced groundwater recharge described above. Groundwater recharge comes mostly from rain or snow melt soaking beneath the root zone to reach the water table. But recharge can also come from rivers that leak into underlying groundwater systems. And artificial recharge occurs through stormwater infiltration basins, injection wells, etc. As recharge decreases due to ground or surface withdrawals less water enters wetlands, streams, lakes and tidal waters via seeps and springs. This can lead to elevated water temperature, fish and other organisms can find it harder to get past migration obstacles, habitat quality generally declines, there's less high-quality groundwater inflow to support sensitive aquatic communities which worsens the impact of pollution releases.
A proposed, rural development project may depend upon a separate, individual well for each proposed house or a central well in larger communities. Just as reduced recharge can lower groundwater supporting aquatic communities, it can also diminish the amount of water available for our use. Particularly at risk are rural homes served by wells or rural communities dependent upon a single groundwater source (aquifer). A typical rural resident uses 81 gallons of water per day. If too many homes are allowed to tap the same water source then all will suffer come the next drought. The same is true if a major new user begins withdrawing vast amounts of surface water without verifying first that existing users will not be harmed. Fortunately, most states have adopted permitting systems to ensure that a proposed water use will not harm either aquatic resources or other human users. More on this below in Preventing Water Withdraw Impacts.
Wastewater includes everything that comes from our toilets, sinks, showers, dishwashers and washing machines. It also includes all of the used water from our schools, businesses, industries, etc. In rural areas wastewater may be treated by discharge to the soil or into a waterway. But in suburban-urban areas it is usually piped via sewerlines and a sewage collection system to a central wastewater treatment plant.
Wastewater Impacts: The organic matter in wastewater consumes oxygen as it is digested by bacteria and other organisms. Prior to the adoption of the Clean Water Act, it was quite common to see severe dissolved oxygen deficiencies in waters receiving excessive inflows of poorly treated waste. Today the nutrients contained in treated wastewater are more likely to cause oxygen deficiencies. Wastewater contains many disease-causing organisms. Chlorine used to disinfect treated wastewater can be toxic to many aquatic organisms. As a result alternative disinfection methods, like ultraviolet light, are coming into greater use.
Septic Systems: Wastewater from rural homes is usually discharged first to a septic tank where solids settle. The partially treated liquid flows out into a series of pipes or pits known as a drainfield. While septic systems do remove a large portion of the pollutants entrained in waster, it is far from 100%. In fact, a conventional septic system only reduces nitrogen levels by about 10%, which is why some states require additional treatment measures that can reduce nitrogen by 50%.
Sewage Collection System Releases: In recently developed areas stormwater and wastewater are carried by separate pipe systems. But in many cities combined sewers remain where sewage and stormwater mix. During mild storms the single pipe system carries all the liquid to a treatment plant. But larger runoff events exceed sewer capacity causing the runoff-sewage mixture to overflow into our waterways.
Wastewater Treatment Plants: Sewage collection systems deliver wastewater to a central treatment plant. The treated wastewater may be disposed of on the land or discharged into a stream, river, lake or tidal waters. Modern plants do a pretty good job of reducing organic matter (BOD-TOC) levels but require special upgrades to reduce nutrients to the point where excessive algae growth is not caused. If chlorine is used to kill the disease-causing organisms in wastewater then it can have a toxic effect upon aquatic organisms inhabiting the waters receiving the treated effluent.
Many laws and programs are in place to minimize the impact of wastewater. These will be summarized in the section below headed Preventing Wastewater Impacts.
This section will provide a brief history of aquatic resource protection, the measures used to minimize each of the impacts described above, how the measures are applied to individual sites, and inspection-enforcement mechanisms.
Design Storms: The earliest ponds were designed to control severe flooding by managing a storm recurring an average of once every 100 years. After development the volume of runoff might double or quadruple. The pond was sized to store the difference in runoff before and after development.
The opening on the vertical spillway pipe (riser) was sized to release the stored runoff at the same rate that occurred prior to development. The ten-year storm was added to minimize the impact of lesser flood events. Next, ponds were designed to manage the two-year storm, which was thought to be key to minimizing channel erosion. Today, many states require management of the one-year storm for channel protection. Additionally, many states require passing the monthly storm through water quality BMPs designed to trap pollutants. The monthly storm produces about an inch of runoff from impervious surfaces. In many parts of the nation, a BMP designed for an inch of runoff will treat 90% of all runoff. Some states require infiltrating a lesser amount of runoff to maintain groundwater recharge at predevelopment rates.
Hydrologic Soil Groups: Soils are assigned to one of four Hydrologic Soil Groups (HSG) based on permeability and the amount of runoff generated. Soils assigned to HSG "A" tend to be sandy and produce the least runoff. "D" soils tend to be clayey or have a shallow depth to bedrock or the water table and produce the greatest runoff. Infiltration, Sand Filters and Bioretention BMPs work best on "A" and "B" soils along with some "C" soils. But these BMPs can be used on even "D" soils but an underdrain is needed, which negates groundwater recharge and probably some pollutant removal. The USDA Natural Resources Conservation Service has a great website for determining the Hydrologic Soil Groups for any site: Web Soil Survey. There's a wealth of other information available at Web Soil Survey.
Wet Pond: These ponds store a much larger volume of runoff permanently. They are more effective than ED ponds in trapping pollutants, yet they do not provide recharge, can cause thermal impacts and may prevent channel erosion.
Impervious Area Disconnects: Some States give credit for discharging runoff from small impervious surfaces onto grass or other vegetated areas. For this approach to work runoff must flow from the impervious surface and onto the vegetation in a shallow sheet. During most storm events all the runoff will soak into the soil. However, a large portion of the pollutants may be retained at the soil surface. During larger storm events these pollutants may be resuspended and carried into nearby waters. Another problem is that these disconnects only work as long as sheet flow is maintained. Over time twigs, leaves and other objects tend to accumulate and cause sheet flow to form into channels. Very little of the pollutants entrained in channel flow will be captured. Most will travel to the nearest waterway. In summary, disconnects are one of the less reliable practices.
Level Spreaders & Buffers: As the name implies, this measure is intended to convert channel flow into sheet flow by directing runoff over a broad, level surface. The runoff is then discharged as sheet flow into a grass or wooded buffer. As with disconnects, debris tends to accumulate on the top of the level spreader creating channel flow, which negates water quality benefits. While buffers may be effective in removing pollutants from cropland and pasture runoff, then do not work well on development sites. But buffers do provide substantial benefits in terms of preserving aquatic habitat and providing the shade needed to moderate water temperature.
Grass Channel: With regard to stormwater management, there are three grass channel types: grass ditches, grass swales. and Dry or Bio Swales. A grass ditch can be found along many rural roads particularly in older housing projects. They tend to be V-shaped and grass covered. As with Disconnects, the small quantity of pollutants captured by ditches accumulates at the soil surface and is washed downstream during larger storm events. A grass swale has much much wider and flatter bottom, which increases infiltration and pollutant capture but still suffers from the resuspension problem. Dry and Bio Swales (pictured below) are created by excavating a long trench, filling it with a sand-organic matter mix and then the surface is planted in grass. Because of the highly-permeable sand, pollutants are carried far enough down in the soil column that they cannot be resuspended. This type of channel is highly-effective in pollutant removal and groundwater recharge.
Infiltration Basins & Trenches: Both of these BMPs are restricted to permeable soils where runoff can be infiltrated. The Basin resembles a dry pond except the first spillway opening is set a foot or two above the flat Basin floor. The one- to two-foot ponding area created this way holds the first inch of runoff long enough for it to percolate down through the permeable soil on the floor. Spillway openings are designed to release runoff from the 2- to 100-year storm at predevelopment rates.
An Infiltration Trench is a rectangular pit filled with stone. Runoff is stored in the air spaces (interstices) between the stones until it can soak into adjacent and underlying soils.
Both infiltration measures achieve very high pollutant removal, excellent groundwater recharge, can reduce channel erosion and resolve the thermal impact of heated runoff. Because of the large area draining to each they are more prone to failure then other BMP types. The larger the drainage area, the more likely soil will be exposed and eroded sediment will enter the BMP causing failure. The Trench is very hard to restore once it fails.
Green Roof: In recent years the Green Roof has become increasingly popular. A green roof is created by placing two- to eight-inches of soil on a roof then planting it with grass or other vegetation. A collection system underlies the soil to capture rainfall which has percolated through the soil. A Green Roof provides moderate pollutant removal, no groundwater recharge and minimal channel erosion protection. However, this practice can substantially lower heating and cooling cost for the underlying building. This benefit can pay for the added cost of a Green Roof after the passage of several years.
Sand Filter: The Sand Filter was the first to appear on development sites. The filter consists of 18 inches of sand placed upon a bed of gravel. A system of perforated pipes is laid within the gravel in the event the soil beneath the gravel clogged. The pipes would then carry runoff to a storm drain inlet or some other point where it could safely discharge. Sand Filters provide a moderate degree of pollutant removal, good recharge, resolve thermal impacts and reduced the volume of flows involved in channel erosion.
Bioretention Type Filters: The first bioretention BMPs were developed in the 1990s. They have since evolved into several variations - Micro-Bioretention, Dry Swales, Bio Swales, Landscape Infiltration, and others. Bioretention BMPs do best on more permeable soils. But when fitted with under drains they can be used anywhere that the water table rises no closer than two feet from the BMP bottom. As illustrated below, a typical facility begins as an excavation four- to six-feet deep. A perforated pipe under drain is placed in a bed of gravel on the bottom. Three- or four-feet of a sand-organic matter mix is placed above the gravel. The surface may either have a layer of two- or three-inches of hardwood mulch or be grass. The surface is depressed six- to twelve-inches so the facility can treat the first inch of runoff from the impervious surfaces draining to it. Runoff above this amount will usually exit via a pipe or concrete outlet.
Like infiltration measures, Bioretention BMPs achieve a very high level of pollutant removal, cause no thermal impact and provide excellent recharge. A number of States now design Bioretention BMPs to manage the runoff from a one-year storm which should resolve channel erosion impacts. Because of a much smaller drainage area (0.5 acres or less) Bioretention BMPs are less likely to fail. If they do fail then it will most likely be due to sediment clogging the surface which makes restoration far easier than with an Infiltration Trench.
Forebays, Sediment Chambers & Diaphragms: All three of these measures are used to trap sediment before it can reach the main portion of a BMP. BMPs usually fail because of excess sediment entry. Forebays resemble a small pond and usually receive runoff before it enters the main pond.
A sediment chamber is usually created by placing a stone, wood or concrete check dam across the upper half of a BMP. Runoff initially enters this upper half where sediment is deposited.
A diaphragm consists of a one-foot wide by one-foot deep stone trench around the edge of Bioretention type BMPs. Runoff initially flows into the gravel where sediment is trapped. The cleaner runoff then overflows into the BMP.
Stormwater Hotspots: A number of States have identified a set of land uses which tend to produce runoff with unusually high concentrations of pollutants that can contaminate groundwater. These land uses usually involve vehicle repair or other servicing. Frequently the use of infiltration measures to treat hotspot runoff will be prohibited where a high groundwater contamination potential exists such as karst (limestome) areas, well-head protection areas, or where shallow aquifers in very sandy soil are used as public water supplies.
|Best Management Practice||Highly Effective||Recharge||Pollutant Removal||Channel Erosion||Flooding|
|ED Dry||No||None||Low||Maybe OK||High|
|Wet Pond||No||None||Moderate||Maybe OK||High|
|Dry & Bio Swale||Yes||High||High||High||None|
If both plans conform to the State manual and local requirements then the developer must sign an agreement requiring that all plan provision will be met. The stormwater provisions then become binding on all future property owners. Something like a grading permit is then issued.
Ideally a representative of the inspection-enforcement agency would meet onsite just prior to the start of site clearance to review the plans to ensure the developer and contractor understand each provision. The inspector would then return periodically to verify that BMPs are properly installed and maintained. If an inspector finds a deficiency, like the overflowing silt fence below, then the developer is notified and given a fixed period to correct the problem. If the inspector finds that the corrections have not be made then a stop-work order can be issued and or a fine imposed. Stop-work orders are most effective when they halt all activity on a site (grading, plumbing, electrical, construction, etc.). Fines only work if they are far in excess of the cost of installing or maintaining a measure.
Once site development is completed the inspector would verify that all erosion and sediment control BMPs have been removed, all disturbed soils are stabilized and all stormwater BMPs were properly installed. Another inspection of stormwater BMPs would occur a year after development completion, then perhaps every one- to three-years thereafter.
With regard to the impact of a proposed major groundwater withdrawal, you should insist that a thorough hydrogeologic study be prepared including the results of aquifers pump tests done on site along with observation wells located off-site. Unfortunately you'll need the assistance of a hydrogeology expert to interpret the report. There are a number of these professionals in the CEDS network. This study is even more important if your area has a history of well failures and the need for replacement wells. Some of the agencies which may have this data include your:
Your state water resources agency as well as your state or U.S. geological survey may have the stream flow data needed to determine if a new use will lower summer stream flow to less than 40% of the annual average. Procedures for calculating average annual flow have been prepared by Oregon State University.
A number of researchers have found a general relationship between septic system density and water quality. The USEPA defines an area as having a high density when there are 40 or more OSDs per square mile (or one system per 16 acres). In the post-WWII development boom many septic systems were built on lots as small as a ¼ acre. A large percentage of these systems failed and the homes are now connected to a wastewater collection system. Today, many states limit OSDs to lots one-acre or larger.
OSDs are limited to soils that pass a percolation (perc) test to prove that infiltration rates are acceptable. There should be enough suitable soils to allow for the construction of an initial drainfield and at least two replacement fields. Very clayey soils and those where the water table or bedrock is close to the surface are usually unacceptable. OSDs should not be located upslope of a well. Usually minimum setbacks are required from property lines, steep slopes, waterways, wetlands, water bodies, and some stormwater BMPs. General information about site suitability for OSDs can be found on the USDA Web Soil Survey site. CEDS does a detailed comparison between these setbacks and local requirements whenever reviewing site plans for projects served by OSDs. We urge you to do the same.
The most common cause of separate sewerline overflows is a blockage of the pipe. Even worse than sewage spilling into a nearby waterway are those occasions when the blockage causes sewage to backup into a home. About a fourth of all sewage releases are due to ground or surface water getting into separate sewers through: cracks in the pipe, manholes in low-lying areas or storm drains illegally connected to the sewer. Power outages and other mechanical failures at sewage pumping stations account for another 11% of the 40,000 annual separate sewer spills.
If a proposed development project will connect to a sewerline then contact your local public works department or sewer authority to find out whether the system has sufficient capacity to accommodate the increased flows. Most states have adopted tables showing the amount of wastewater generated by different land uses. For example, Connecticut officials assume 0.057 gallons per day per square foot of a proposed shopping center. So a 160,000 square foot center would generate 9,120 gallons of wastewater per day. If you know how many gallons of capacity remain in a sewer you can use these tables to determine if a development project will exceed the remaining capacity. If a project will discharge to a pumping station with a history of frequent spills then its reasonable to insist the cause be corrected before the project is allowed to release additional sewage to the station.
If you are concerned about a proposed development project that will connect to a sewerline then determine how well the treatment plant complies with their NPDES permit. To do this visit USEPAs Environmental Compliance History Online (ECHO) website. After you figure out how to navigate around, you'll find a wealth of information about the treatment plant. If the plant has been flagged for significant violations then it would be reasonable to call for limiting new development and additional wastewater until the violations have been corrected. To see an example of how CEDS pursued such a situation go to: Apple Greene.
Following is general guidance for assessing how well a project has been planned with regard to aquatic resource protection. Usually an assessment can be made from a site plan which may also be called a development plan. Special Exception, Conditional Use or Concept plans usually lack the detail needed to make an assessment, but are better than nothing.
To obtain project plans contact your local planning and zoning office or the developer directly. Ask if you can get either a paper copy of the plans or an electronic version. We find a pdf of plans easiest to work with plus they can be emailed. Following is a checklist for evaluating aquatic resource protection.
If a plan meets the four evaluation criteria listed above then there is an excellent chance the project can be built with very little, if any, negative impact to aquatic resources. Of course there are two caveats.
First, the agencies overseeing plan implementation must have a record of achieving a high degree of compliance. This issue is addressed in detail below in Inspection, Maintenance & Enforcement.
Second, the project does not impact uniquely important or highly-sensitive aquatic communities. The new approach is experimental and only time will tell how well it will work. In the interim its best to keep impervious area threshold below the levels given in the table above: Impervious Area & Aquatic Resource Damage in uniquely important, highly-regarded watersheds.
So what if the plan fails to meet the four criteria? Well, the next question is: Does current law and policy require that all four criteria be met?
If yes, then refer to the following chapters in our free 300-page book How To Win Land Development Issues to learn how you can work with staff and their superiors to win greater compliance:
If no, current law and policy does NOT require compliance with all four criteria then consider changing the law. Strategies for achieving this goal are also described in How To Win Land Development Issues chapters:
Please feel free to contact us if you have any questions about how to win better aquatic resource protection: 410-654-3021 or Help@ceds.org
If you wish CEDS can review plans for a project of concern to you. Usually we can do a no-cost quick review for the four issues given above. We can then share our findings along with strategy recommendations via a conference call with you and your allies. To get your project on our brief waiting list contact us at Help@ceds.org or 410-654-3021.
The Achilles Heel of aquatic resource protection is the oversight provided by local and state agencies to ensure only good plans are approved, BMPs are installed properly then maintained as long as necessary. In some localities only 12% of construction sites fully comply with erosion control laws. In others up to half of stormwater BMPs are failing due to a lack of inspections, then maintenance. But this problem can be turned around and it doesn't require expensive and lengthy law suits. In fact the best strategy is to organize citizen leaders to go out for a few hours to see how well construction site pollution is being managed and to assess the condition of stormwater BMPs. This approach costs almost nothing and has produced up to a 61% improvement in compliance in as little as a few months. CEDS has created several models for how you can ensure effective enforcement in your area:
For reasons that are unclear, few watershed organizations have assessed the compliance levels in their area with regard to construction site mud pollution and stormwater BMP maintenance. While these groups are engaged in very worthwhile education and restoration projects, the benefits of their efforts seldom show up in water quality data. This is frequently because excess pollution due to poor compliance masks the benefits achieved through education and restoration.
It appears that part of the reason why watershed advocates tend to shy away from compliance oversight is fear of angering government officials and other funding sources. I suspect if the members of these groups were polled about activities which should be a priority, ensuring compliance with Clean Water laws would be near the top of the list. Fortunately, CEDS has developed an approach for improving compliance without making regulatory agencies look bad. And the approach imbues watershed groups with respect, not merely tolerance.
Instead of blaming agency staff for poor compliance, the message is...
We know inspection-enforcement staff and our elected officials are deeply committed to minimizing pollution, but they lack the public support needed to do their job.
Supporting agencies in improving compliance is usually the quickest, least costly way of dramatically improving water quality. Additional guidance on assessing and improving compliance levels can be found at the following CEDS web pages:
Please contact CEDS at 410-654-3021 or Help@ceds.org if you have any questions about assessing and improving compliance in your area. We can also discuss the possibility of CEDS conducting an assessment on your behalf or anonymously. Following are a couple of examples: Severn River (suburban) and Corsica River (agricultural) Watershed Audits.
Many of the more densely populated areas of the nation have adopted a plan to guide future growth. It may go by names such as master plan, growth management plan, comprehensive plan, general development plan, etc. Most of these plans will contain a chapter on natural resources which then contains a section on aquatic resource protection. Following are the key items of information missing from most plans.