Dewatering is defined by the MPCA Construction Stormwater General Permit as “the removal of surface or ground water to dry and/or solidify a construction site to enable construction activity.” Dewatering usually involves using a pump to drain a trench, pit, or other low area, and can be conducted with several devices and treatments.
Water removed from a construction site is often sediment laden, which can negatively impact nearby water resources if discharged without treatment. Sediment filtration in dewatering practices involves the separation of sediment and other particles from the stormwater by passing it through a silt fence or other permeable medium that traps a high percentage of the particles. This process does not require chemical treatment but can be used in conjunction with chemical treatment. In chemical treatment, compounds such as polymers and alum bind small clay particles and other pollutants, making their removal easier.
Sediment filtration practices (e.g. dewatering bag filters, silt fence enclosures, sediment traps, basins,) are generally effective at removing larger particles by settling. Smaller particles, such as clay and fine silt, tend to remain in suspension beyond the typical design retention times for these BMPs. Chemical treatment followed by sediment filtration during dewatering can further reduce turbidity and associated pollutants in discharge water.
Construction sites often have trenches, pits or low-lying areas, whether from the site’s existing topography or from excavated areas, that can fill with rain water. This water often needs to be removed and discharged from the area to allow work to continue as scheduled, and to prevent accidents and damage to the structural integrity of the site. Dewatering also may be necessary to remove accumulated water and sediment when maintaining or closing out sediment traps and basins at the end of the project when removing sediment control measures. Dewatering activities can produce highly turbid discharge water.
Sediment filtration and chemical treatment practices can be used to meet turbidity, or small particle, requirements that cannot be met with conventional sedimentation control treatments such as basins or berms. When used in conjunction with gravity settling, filtration can remove sediment as small as fine silt (0.5 µm). Chemical treatment occurs on a batch or flow-through basis and uses the processes of coagulation and flocculation. Chemicals such as polymers and alum destabilize the small suspended particles and cause them to flocculate into larger masses that settle out in a treatment tank or that can be removed through filtration. For more information on chemical treatment practices, link here.
Evaluate water discharged from the site to determine turbidity, particle size, and volume. These factors guide selection and sizing of the appropriate BMP(s).
Chemical treatment is applicable when particles are too small and buoyant for simple settling processes or filtration and can be accomplished by either batch or flow-through treatment. This practice reliably reduces turbidity (small particles) and associated pollutants when preceded by treatment with sediment traps or basins or other sedimentation BMPs. Likewise, properly selected sediment filters used in conjunction with sediment traps or basins or similar BMPs removes fine sediment that contributes to turbidity. Specific treatment chemicals and chemical treatment systems must be described in the site’s SWPPP and approved by the appropriate permitting authority to ensure that treated stormwater discharged from the construction site is not toxic to aquatic organisms.For example, some cationic polymers may increase toxicity risks to fish and other aquatic organisms if not managed and used properly. Anionic polymers are much less toxic, and are widely used for construction stormwater applications. (See here for more information and consult product material safety data sheets and product specifications). The use of stormwater filtration does not require prior approval.
Dewatering practices are applicable to all construction sites where excess water needs to be removed and discharged, particularly excavated areas where water collects and does not otherwise drain, such as trenches, pits, sediment basins, and traps. Accumulated water and sediment must be removed from these practices during construction to ensure their effectiveness throughout the construction process.
Water pumped from low areas of construction sites can contain high concentrations of suspended soils, resulting in high turbidity. These fine particles may already be suspended in water or may have become suspended due to the pumping process. Dewatering discharge to surface waters is not permitted until adequate treatment is achieved such that the discharge will not negatively impact the receiving water and aquatic ecosystems. Chemical treatment and sediment filtration should be considered where turbid discharges to sensitive waters cannot be prevented using sediment basins and traps and other traditional BMPs.
The MPCA Construction Stormwater General Permit has several requirements regarding sediment filtration and chemical treatment used in conjunction with dewatering activities (Section 10: Dewatering and Basin Draining).
Additional permit language pertaining to chemical treatment is discussed below.
Various practices can be used for sediment removal from dewatering discharge. Sedimentation is primarily effective at removing larger sized particles, while filtration and chemical treatment can also remove the fine particles. These approaches are less effective for dissolved nutrients and metals that are non-adsorbed . Effectiveness of chemical treatment depends greatly on the pH and temperature of the water being treated.
Expected performance benefits for various dewatering practices.
Link to this table
|Runoff volume reduction|
|Total suspended solids|
|Oil and grease|
1 Pretreatment via settling and/or filtration.
2 For soil-borne nutrients; i.e., not dissolved forms.
3 Benefit can be significantly improved with the use of a floating skimmer for discharge
Planning considerations include the following.
All appropriate safety precautions must be followed when handling chemicals, and designs must consider and minimize all hazards related to the particular chemicals used. Consult material safety data sheets for chemical application, mixing, and use information, and keep them with the SWPPP for further reference. Chemical safety equipment should be stored on site in a lockable shed and should include the chemical injector, secondary containment (for acid, caustic, buffering compound, and treatment chemical), emergency shower and eyewash, and monitoring equipment including a pH meter and turbidimeter. Any tanks or ponds should have ladders, steps, or similar features extended from top to bottom. Per Section 12.3 of the MPCA Construction Stormwater General Permit (2018), “Permittees must place… treatment chemicals under cover (e.g., plastic sheeting or temporary roofs) or protect them by similarly effective means designed to minimize contact with stormwater.”
The use of chemicals for treatment requires review and approval by the appropriate permitting authority to ensure they are not toxic to aquatic organisms. Additionally, specific chemicals and chemical treatment systems used for enhancing the sedimentation process must be described in the site’s SWPPP. Link here for more information
Dewatering bags, wire-reinforced silt fence enclosures, geotextiles, fiber log berms, rock berms, and other filters can be used effectively for many dewatering applications. Soil infiltration of dewatering flows is also highly effective. The key to success is to ensure that 1) the filter traps the target size range and desired volume of particles, and 2) flow volumes do not overwhelm the filtering site. Follow the manufacturer’s recommendations regarding the use of dewatering bags, silt fences, geotextiles, and other filters, and monitor the filters regularly for performance and maintenance needs. Filters are often used in conjunction with chemical treatment to remove flocculated soil particles prior to final discharge. Frequent cleaning of the filter media will be required.
Sedimentation facilities for dewatering include wire-reinforced silt fence enclosures – which perform double duty as both filters and settling devices - sediment basins and traps, tanks, fabricated enclosures, and other settling vessels. Sedimentation facility sizing and design must consider particle size, flow volumes, and flow velocity/turbulence to ensure proper settling time and storage volume. At a minimum, sediment basins and traps should be designed with 3,600 cu ft of storage volume per acre of upstream drainage area. Sediment removal in traps and basins can be improved through the use of in-basin flow baffles, silt fence partitioning, and increased sizing / flow path design. Sedimentation facilities are often used in conjunction with chemical treatment to remove flocculated soil particles prior to final discharge.
Typical construction site application of flow-through chemical treatment involves the addition of a flocculant (e.g., chitosan, polyacrylamide, etc.) to pretreated stormwater flows via contact with a polymer-containing sock or block. Pretreatment usually involves the filtration and/or sedimentation processes described above, along with minimization of non-target inputs from the site – such as upland runoff, litter, debris, and other pollutants. Chemically treated (flocculated) flows are then routed to a filter or sedimentation basin/vessel for sediment removal prior to final discharge.
Flows involving a more complex mix of challenges in terms of pH and pollutants may require more sophisticated methods for treatment.
At a minimum, an advanced flow-through chemical treatment system consists of:
In an advanced flow-through chemical treatment system, stormwater is collected at interception point(s) on the site and is diverted by gravity or by pumping to a stormwater storage pond or other stormwater holding area. It is important that the holding area is large enough to provide adequate storage until treatment occurs. Stormwater is then pumped from the stormwater holding area to the chemically enhanced sand filtration system where a coagulant is added. Adjustments to pH may be necessary before coagulant addition. The sand filtration system in an advanced flow-through chemical treatment system continually monitors the stormwater effluent for turbidity and pH. If the discharge water is out of an acceptable range for turbidity or pH, the water is returned to the untreated stormwater pond where it will begin the treatment process again. Applicable discharge limits may be established by the MPCA Construction Stormwater General Permit (2018) or a site-specific discharge permit.
Dewatering flows can also be treated in batches, rather than via flow-through contact with the flocculants. Batch treatment is often used for dealing with fine clays, where runoff can be captured and stored, allowing time for chemical mixing and sedimentation prior to discharge. Batch treatment on construction sites typically involves the use of a sediment pond, trap, or other vessel (e.g., dumpster, tank, etc.) as a site for mixing powdered or granular batches of the flocculant with known volumes of stormwater. Treated water in the basin or vessel can be discharged from the upper portion of the water column after allowing sufficient time for floc settling. Discharges of treated water can also be routed through a filter for additional sediment removal.
An engineered batch treatment system may be required in cases where complex treatment challenges exist. A typical engineered batch chemical treatment system for these more challenging situations consists of
Prior to chemical treatment, ensure the pH of the stormwater to be treated is within the recommended range for the chemical used (typically between 6.5 and 8.5). The pH of the stormwater can be altered with the application of carbon dioxide (acidic) or a base such as sodium bicarbonate (baking soda). A batch chemical treatment system consists of four main steps.
Multiple treatment cells allow for clarification of chemically treated water in one cell while the other cell(s) is filling or emptying. Size the stormwater storage system and treatment cells to hold 1.5 times the volume of runoff generated from the site during the 10-year, 24-hour storm event to minimize bypass of untreated water. Provide bypass around the chemical treatment system into a settling pond to accommodate larger storm events.
The following is a list of chemicals typically used for treating turbidity (subject to local, state, or federal requirements; the appropriate permitting authority should be contacted for additional information and conditions of use).
List of chemicals typically used for treating turbidity table
Link to this table
|Chemical Type||Chemical Name||Description|
|Polymers||Chitosan||Made from chitin. Rapidly binds to suspended sediment. Unlikely to adversely affect aquatic life.|
|Anionic Polyacrylamide (PAM)||Synthetic polymer; includes a wide variety of chemicals based on acrylamide unit. Ensure that the product selected is anionic -- cationic products are toxic to aquatic environments. Flocculate should be removed via filtration or sedimentation.|
|Other additives||Diallyldimethyl ammonium chloride (DADMAC)||Positively charged monomer that binds negatively charged sediment particles into flocs. Can exhibit a strong aquatic toxicity.|
|Gypsum||Naturally and widely occurring mineral made up of calcium sulfate and water.|
|Alum1||Aluminum sulfate material widely used in water treatment industry. Often more efficient than gypsum but can acidify treated water if overdosed.|
|Aluminum and iron chlorides1||Cations that bridge negatively charged sediment particles, causing them to coagulate and settle.|
1Alum and aluminum and iron chlorides are also frequently used in Minnesota to coagulate soluble phosphorus out of stormwater and water bodies.
As noted above, sediment filtration can be used in conjunction with gravity settling (e.g., sediment ponds and sediment traps) or as the filtering process in sophisticated flow-through or batch chemical treatment processes. There are two main types of sediment filtration methods: rapid and slow filtration. Slow sediment filtration uses gravity to move water through a system. It is typically used on the treatment line of construction stormwater and does not have a backwash system. Rapid filtration is typically used in treating water and wastewater, as the automatic backwash system allows for higher hydraulic flow rates.
Filters must be designed to control the treated stormwater velocity and peak volumetric flow rate from the system to reduce erosion and sedimentation at the outlet. Sizing of the stormwater pond should be consistent with sediment basin standards.
There are several types of filters that have varying turbidity reduction efficiencies. Sand media filters are available with automatic backwashing features that can filter 50 micron (µm) particles. Screen or bag filters can filter down to 5 µm. Fiber wound filters can remove particles down to 0.5 µm. Filters should be sequenced from the largest to the smallest pore opening. Sediment removal efficiency depends on the particle size distribution in the dewatering discharge.
Before installing dewatering facilities, evaluate upland areas for their potential to contribute excessive amounts of runoff water, sediment, and other pollutants to the dewatering site and dewatering BMPs. Address any flow, sediment, and pollutant concerns prior to installing the dewatering facilities. The MnDOT Standard Specifications for Construction (2018 Edition) include several specifications relevant to chemical treatment and sediment filtration of discharge water from construction dewatering activities.
Monitor chemical treatment, sedimentation sites, and sediment filtration systems continuously to ensure periodic maintenance (e.g., sediment removal and disposal) and adherence to permit compliance requirements. The systems should also be monitored to ensure proper types and concentrations of treatment chemicals (pH adjustment chemicals and coagulants), flow rates, settling times, turbidity, and influent and effluent pH.
Screening equipment, geotextiles, dewatering bags, and fiber filters should be inspected to ensure they are clear and not clogged with sediment. Screens, bags, and fiber filters must be cleaned and/or replaced when they become clogged.
Sediment should be removed from the storage and treatment pond as necessary. Typically, sediment removal is required at least once during a wet season and at the decommissioning of the chemical treatment system or storage ponds. When a sediment collection area has reached one-third of its capacity, the sediment should be removed and taken to a location where it can be stabilized with vegetation or buried to prevent off-site transport. Filtration media and equipment that cannot be reused should be disposed of according to applicable local, state, and federal regulations (see https://www.pca.state.mn.us/waste/solid-waste).
Treatment cost for construction water flocculation has been reported as between $0.01 to $0.03/gallon for continuous reactor (in line) treatment, and $0.08/gallon for batch reactor (off line) treatment. The Federal Highway Administration reported costs of $0.022 per gallon for a chitosan and sand filtration based system discharging at a rate of nearly one million gallons per month. The cost dropped to $0.009 per gallon as the discharge rate approached five million gallons per month.
BMP costs for chemical treatment practices are not reported by MnDOT, however total costs for may be significant. This is largely due to the equipment required and cost of the chemicals. Chemical treatment practices, however, are able to reduce turbidity in runoff significantly, and therefore the overall cost-benefit of the practice should be considered in the context of requirements and site conditions.
The following table summarizes estimated BMP costs based on MnDOT data summarizing average bid prices for awarded projects in 2014.
|Bid item||Item description||Units||Average price|
|2573602/00010||Temporary sediment trap||each||$605.00|
|2106501/00010||Excavation – common||cubic yards||$5.60|
|2106607/00020||Excavation – subgrade||cubic yards||$9.59|
|2106523/00060||Common embankment (CV)||cubic yards||$2.18|
|2106521/00070||Granular embankment (CV)||cubic yards||$8.51|
|Bid Item||Item Description||Units||Average Price|
|2573.502/00010||Silt Fence, Type HI||LF||$2.58|
|2573.502/00020||Silt Fence, Type PA||LF||$7.00|
|2573.502/00030||Silt Fence, Type SD||LF||$19.87|
|2573.502/00040||Silt Fence, Type MS||LF||$1.99|
|2573.502/00050||Silt Fence, Type TB||LF||$10.24|
|2573.505/00010||Flotation Silt Curtain Type Still Water||LF||$14.99|
|2573.505/00020||Flotation Silt Curtain Type Moving Water||LF||$39.57|
|2573.515/00013||Filter Berm Type 3||LF||$54.49|
|2573.515/00015||Filter Berm Type 5||LF||$22.95|
|2573.533/00011||Sediment Control Log Type Straw||LF||$2.90|
|2573.533/00012||Sediment Control Log Type Wood Fiber||LF||$4.29|
|2573.533/00013||Sediment Control Log Type Coir||LF||$13.25|
|2573.533/00015||Sediment Control Log Type Compost||LF||$2.58|
|2573.533/00016||Sediment Control Log Type Rock||LF||$5.00|
|2573.533/00017||Sediment Control Log Type Blanket System||LF||$2.52|
LF=linear foot; SF=square foot
Except where more stringent requirements are presented in this guidance, BMPs shall comply with MnDOT and other state requirements. Primary design references include:
The following is a list of additional resources that are not specific to Minnesota: