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Stormwater Control Requirements for Construction Sites in Montana Stuart Jennings Reclamation Research Group, LLC.

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Presentation on theme: "Stormwater Control Requirements for Construction Sites in Montana Stuart Jennings Reclamation Research Group, LLC."— Presentation transcript:

1 Stormwater Control Requirements for Construction Sites in Montana Stuart Jennings Reclamation Research Group, LLC

2 Erosion Accelerated Erosion occurs at construction sites when stabilizing vegetation is removed

3 Stormwater Basics What is stormwater? What is the Clean Water Act? What is the National Pollution Discharge Elimination System? What permit is required for a construction site? Which BMPs are appropriate to my site?

4 Families of BMPs Surface Stabilization BMPs—hydromulch, straw mulch, erosion control blankets, temporary seeding, slope roughening, others Sediment Control BMPs—silt fence, check dams, sediment basins, lined channels, straw bales, others Non-storm water BMPs—Equipment decon areas, stockpile management, tracking control, stabilized site entrances, others

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6 Examples of BMPs—straw mulch

7 Examples of BMPs—rock check dams

8 Examples of BMPs—erosion control fabric

9 Montana Law and Storm Water Permitting

10 Montana Code Annotated (MCA) 2001 TITLE 75. ENVIRONMENTAL PROTECTION CHAPTER 5. WATER QUALITY (29) (a) "State waters" means a body of water, irrigation system, or drainage system, either surface or underground. (b) The term does not apply to: (i) ponds or lagoons used solely for treating, transporting, or impounding pollutants; or (ii) irrigation waters or land application disposal waters when the waters are used up within the irrigation or land application disposal system and the waters are not returned to state waters.

11 Montana Code Annotated (continued) 75-5-101. Policy. It is the public policy of this state to: (1) conserve water by protecting, maintaining, and improving the quality and potability of water for public water supplies, wildlife, fish and aquatic life, agriculture, industry, recreation, and other beneficial uses; (2) provide a comprehensive program for the prevention, abatement, and control of water pollution.

12 Montana Code Annotated (continued) 25) (a) "Pollution" means: (i) contamination or other alteration of the physical, chemical, or biological properties of state waters that exceeds that permitted by Montana water quality standards, including but not limited to standards relating to change in temperature, taste, color, turbidity, or odor; or (ii) the discharge, seepage, drainage, infiltration, or flow of liquid, gaseous, solid, radioactive, or other substance into state water that will or is likely to create a nuisance or render the waters harmful, detrimental, or injurious to public health, recreation, safety, or welfare, to livestock, or to wild animals, birds, fish, or other wildlife. (b) A discharge, seepage, drainage, infiltration, or flow that is authorized under the pollution discharge permit rules of the board is not pollution under this chapter.

13 Pollution Authorization

14 Storm Water Permitting Authority Tribal Lands (EPA) All other lands within the State of Montana (Montana Department of Environmental Quality)

15 General Permit for Storm Water Discharge associated with construction Activity (obtained from DEQ) Part I. Coverage provided by General Permit Part II. Effluent Limitations and Special Conditions Part III. Monitoring, Reporting, Record Keeping Part IV. Storm Water Pollution Prevention Plan (SWPPP) Part V. Standard Conditions

16 General Permit Summary Identify areas that may contribute pollutants to surface waters Ensure that minimal sediment reaches surface water using erosion and sediment control measures Develop and implement a Storm Water Pollution Prevention Plan (SWPPP)

17 General Permit Part I. Coverage provided Construction disturbances >1 acre require permitting All discharges must be in accordance with the SWPPP Notice of Intent (NOI) Package must be submitted to DEQ NOI Package contains standard NOI form, SWPPP and application fee

18 NOI Form Name and address of operator(s) Contact person telephone number Project name and location Name of receiving surface water Construction schedule Estimated area of disturbance

19 General Permit Part II. Effluent Limitations and Special Conditions All discharges to surface water must be composed entirely of stormwater No discharge of process wastewater Stormwater discharges must not cause or contribute to water quality standard violations BMPs must be maintained in accordance with SWPPP

20 General Permit Part III. Monitoring, Reporting, Record Keeping All erosion and sediment control measures must be inspected and maintained by the operator at least once every 14 days and within 24 hours of any storm event of 0.5 inches or greater DEQ must be notified in writing within 2 days of the detection of any significant spill or release Copy of SWPPP must be available on-site Uncontrolled releases must be documented

21 “significant sediment” Mud, dirt, sediment, or similar material exceeding 1.0 cubic foot in volume which is deposited in any area of 100 square feet or less on public or private streets or property adjacent to the construction site.

22 General Permit Part IV. Storm Water Pollution Prevention Plan (SWPPP) Operator shall develop a SWPPP and submit a copy at the same time as the NOI form Operator shall implement the SWPPP at the time construction activity commences Operator is responsible for for ensuring SWPPP requirements stated in the General Permit are complied with

23 SWPPP (continued) The SWPPP may include any erosion and sediment control measures or BMPs including but not limited to the use of sediment basins, berms, barriers, filter strips, covers, diversion structures, seeding, and sodding

24 The SWPPP must include maps(s) indicating: Areas of disturbance Drainage patterns Location of BMPs Revegetation areas Location of Impervious structures Location of all surface waters Location of 100 year floodplain

25 SWPPP (cont.) Must include BMP description Must preserve existing vegetation None of temporary BMPs shall be removed until permanent vegetation and site stabilization has taken place BMPs must minimize or prevent “significant sediment” from leaving the construction site

26 Notice of Termination (NOT) Form Where a site has been finally stabilized the operator of a site shall submit a Notice of Termination to DEQ “final stabilization” means all soil disturbing activities have been completed and a vegetative cover has been established with a density of at least 70 percent of the pre-disturbance levels

27 Storm Water Compliance DEQ expects all permit holders to be in compliance with the provisions of the General Permit and the site specific SWPPP DEQ will conduct inspections DEQ will issue fines for non-compliance

28 Fines for non-compliance 75-5-631. Civil penalties (1) In an action initiated by the department to collect civil penalties against a person who is found to have violated this chapter or a rule, permit, effluent standard, or order issued under the provisions of this chapter, the person is subject to a civil penalty not to exceed $25,000. Each day of violation constitutes a separate violation.

29 Developing a site specific strategy Soil type Slope steepness Potential rainfall Adjacent water resources Seasonality of work Construction sequencing BMP selection, installation, monitoring, maintenance Emphasis on surface stabilization or sediment control BMPs, or both

30 Erosion Prediction using the Universal Soil Loss Equation A=RKLSCP A = Average Annual Soil Loss R = Rainfall Amount K = Soil Erodibility L = Slope Length S = Slope steepness C = Cover Factor P = Conservation Practices

31 Rainfall Factor (R) Rainfall intensity and duration Built in database for rainfall intensity As rainfall intensity increases, erosion increases As rainfall duration increases, erosion increases

32 NRCS TR-55 Storm Types

33 Soil Erodibility Factor (K) Relates to soil texture and rock content Silty soils are typically most erodible Sandy soils have better infiltration, larger particles Clay soil have better cohesion

34 Slope Factors L = Length of Flow Path Longer flow paths have more erosive power S = Slope steepness Steep slopes have higher runoff velocities

35 Cover Management Factor (C) Erosion rate directly proportional to the amount of vegetation cover protecting the soil surface Vegetation reduces rainfall impact energy Vegetation promotes infiltration Vegetation reduces runoff velocity Vegetation traps sediment Have control over this factor

36 Conservation Practices Factor (P) Manipulation of the soil surface to discourage erosion Provides slope storage Surface roughening Pitting Implemented on the contour

37 Example 1, Consider a 1 acre area In an area that receives 12 in of annual precipitation, 1 acre-ft of water is applied to the soil surface 1 acre-ft = 325,000 gal 1 in rainstorm = 27,000 gal water 27,000 gal water = 112 tons 112 lbs sediment @ 500 mg/l TSS Likely several tons of bedload transported sediment

38 Example 2, consider 1 acre of bare soil Apply 1 in of rain over a 1-hour period Sandy loam texture  90% infiltration, 3,000 gal runoff Silt loam texture  40% infiltration, 16,000 gal runoff Clay loam texture  20% infiltration, 22,000 gal runoff

39 Observations from construction sites in MT, WY, ID http://stormwater.montana.edu/ CD

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45 Compost Application using Blower Truck Several hundred feet of hose can be attached to the blower truck to allow for distant installation of compost blankets on steep slopes Compost Blanket

46 Revegetation Results using Compost on steep highway cut slopes Glacial silt parent material Alluvial rock parent material

47 Beartooth Highway Stabilization

48 The Problem Unstable slopes Debris on the roadway surface Undermined roadway/destabilized fill Denuded soil prone to erosion

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55 Monitoring in response to precipitation or snow melt

56 Changing Site Hydrology/Seasonal Changes in Climate

57 Some BMPs requires removal

58 Major Types of Surface Stabilization BMPs--Regrading

59 Major Types of Surface Stabilization BMPs—Soil Replacement or substitution

60 Major Types of Surface Stabilization BMPs—Seedbed preparation and seeding Contour Tillage

61 Major Types of Surface Stabilization BMPs—Surface Protection

62 Major Types of Surface Stabilization BMPs—Streambank stabilization

63 Note sediment in culvert Nick Point without appropriate anchoring

64 Optimized Designs for Enhanced Stormwater Control Progressive Sizing Enhanced Infiltration Rapid Vegetation Establishment Adaptive Maintenance

65 Progressive Sizing of Sediment Control BMPs

66 Progressive Sizing—sediment control BMPs Discharge Watershed Boundary Ditch/Drainage Bottom 7 6 5 4 3 2 1 In this 1 acre hypothetical watershed 100% of the area has been disturbed. A 1 inch rainfall occurs and 50% of the rainfall infiltrates into the soil. How much stormwater runs through each BMP? Assume that the spacing between BMPs is constant.

67 Progressive Sizing—sediment control BMPs Discharge Watershed Boundary Ditch/Drainage Bottom BMP NumberSubwatershed Size (acres) Volume of Water Generated (Gallons) 10.05 (pink line)679 20.1 (maroon line)1358 30.2 (olive line)2716 40.34073 50.56789 60.810862 71.013578 7 6 5 4 3 2 1

68 Progressive Sizing—sediment control BMPs Discharge Watershed Boundary Ditch/Drainage Bottom 7 6 5 4 3 2 1 13578 gallons of water exiting the site containing 500 mg/L of TSS would carry 56 pounds of suspended sediment. The amount of bedload sediment (not suspended) left in the BMPs would likely be several tons.

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70 Enhanced Infiltration Avoid compaction Maximize surface roughening Beware of fine textured soils Consider temporary seeding

71 Rapid Vegetation Establishment (the case for temporary seeding)

72 Rapid & Robust Sparse Slow & Stunted

73 The Revegetation Dilemma Vegetation is the glue that holds the soil in place Most construction sites use seeded vegetation and not sod Most construction sites are not irrigated Vegetation grows slowly Stabilization commonly takes 2 years in Montana

74 Rapid Revegetation (cont.) What we want for stormwater control is rapid vegetation growth to control stormwater What we commonly get is slow vegetation growth and accentuated erosion from typical time of seeding in late fall until mid summer when a small plant may grow from the seed planted

75 Rapid Revegetation (cont.) We typically seed perennial native grasses The seeding window for perennial native grasses occurs twice a year—early spring and late fall. An opportunity exists to use a temporary seeding with an annual grass Annual plants grow quickly, can be planted anytime the soil is warm and damp. Annual plants are a good soil stabilizer and the seed is inexpensive

76 Wheat versus Western wheatgrass

77 Western Wheatgrass (perennial plant) Wheat (annual plant)

78 Adaptive Maintenance

79 Maintenance of Accumulated Sediment

80 Maintenance of Nick Points

81 Multiple BMP Iterations

82 Resources Montana DEQ Stormwater Program http://www.deq.mt.gov/wqinfo/MPDES/Sto rmwaterConstruction.asphttp://www.deq.mt.gov/wqinfo/MPDES/Sto rmwaterConstruction.asp U.S. Environmental Protection Agency http://cfpub.epa.gov/npdes/stormwater/con st.cfmhttp://cfpub.epa.gov/npdes/stormwater/con st.cfm Montana Dept. of Transportation http://www.mdt.mt.gov/research/projects/e nv/erosion.shtml

83 Discussion

84 Contact Information Stuart Jennings Reclamation Research Group, LLC (406)624-6616 sjennings@reclamationresearch.net


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