Erosion and Sediment Pollution Control Program Manual.pdf

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55. Pennsylvania Department of Transportation, Standards for Roadway Construction, Series RC-0 to 100, PDT Pub. #72, 1993 Reprint. 56. The Pennsylvania State University, A Guide to Preserving Trees in Development Projects, 1999. 57. The Pennsylvania State University, An Introduction to Soils of Pennsylvania, 1982. 58. The Pennsylvania State University, Erosion Control and Conservation Plantings on Noncropland, uc150, 1997. 59. The Pennsylvania State University, Understanding Tree Planting in Construction Damaged Soils, 2008. 60. Rosgen, Dave, Applied River Morphology, 1996. 61. Schuster, Robert L. and Raymond J. Krizek, ed., Landslides Analysis and Control, National Academy of Sciences, Special Report 176, 1978. 62. State of Alaska Department of Environmental Conservation, User’s Manual Best Management Practices for Gravel Pits and The Protection of Surface Water Quality of Alaska, 2006. 63. Terzaghi, Karl, “Mechanism of Landslides”, 1950. 64. University of the Virgin Islands Cooperative Extension Service, Sediment and Erosion Control on Construction Sites Field Guide. 65. Urbonas, Ben and Peter Stahre, Stormwater Best Management Practices and Detention for Water Quality, Drainage, and CSO Management, 1993. 66. USDA, Forest Service, Relief Culverts, 1997. 67. USDA, NRCS, Urban Hydrology for Small Watersheds, TR-55, 2005. 68. USDA, NRCS, Web Soil Survey. 69. USDA, SCS, Earth Dams and Reservoirs, TR-60, 1976. 70. USDA, SCS, Engineering Field Handbook - Chapter 16: Streambank and Shoreline Protection, 1996. 71. USDA, SCS, Engineering Field Manual, 1984. 72. USDA, SCS, Engineering Field Manual - Chapter 2: Estimating Runoff and Peak Discharges, 1989. 73. USDA, SCS, Ponds, Planning, Design, Construction, Agricultural Handbook Number 590, 1982. 74. USDA, SCS, West Virginia Erosion and Sediment Control Handbook for Developing Areas, 1993. 75. USDC, NOAA, NWS, Hydrometeorological Design Studies Center, Precipitation Data Server. 76. USDI, Bureau of Reclamation, Design of Small Dams, 024-003-00119-8, 1977. 77. USDOT, FHWA, Design of Roadside Channels with Flexible Linings, HEC No. 15, 1988. 78. USDOT, FHWA, Highway Drainage Design Manual: Hydrology, PB95-219705, 1994. 79. USDOT, FHWA, Highway Hydrology, FHWA-AS-96-067, 1996. 80. USDOT, FHWA, Hydraulic Charts for the Selection of Highway Culverts, HEC No. 5, 1965. 81. USDOT, FHWA, Hydraulic Design of Energy Dissipators for Culverts and Channels, HEC No. 14, 1983. 82. USDOT, FHWA, Hydraulic Design of Improved Inlets for Culverts, HEC No. 13, 1972. 83. USDOT, FHWA, Introduction to Highway Hydraulics, PB97-186761, 1997. 84. USDOT, FHWA, Urban Drainage Design Manual, HEC No. 22, FHWA-SA-96-078, 1996. 85. USDOT, FHWA, Use of Riprap for Bank Protection, HEC No. 11, 1967. a) USEPA, et. al., Corps of Engineers Wetlands Delineation Manual, 1987. 363-2134-008 / March 31, 2012 / Page 562
86. USEPA, National Pollutant Discharge Elimination System (NPDES), Construction Site Stormwater Runoff Control, 2006. 87. USEPA, Terms of Environment, 2001. 88. Virginia Department of Conservation and Historic Resources, Virginia Erosion and Sediment Control Handbook, 1992. 89. West Virginia Department of Transportation Division of Highways, Erosion and Sediment Control Manual, 2003. 90. Wisconsin Department of Natural Resources - Runoff Management Section, Construction Site Erosion and Sediment Control Standards, 2006. 91. Wu, Tien Hsing, Soil Mechanics, 2 nd Edition, 1976. 363-2134-008 / March 31, 2012 / Page 563
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EROSION AND SEDIMENT POLLUTION CONT
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FOREWORD The various Best Managemen
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TABLE OF CONTENTS Page Foreword ...
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Waterbars .........................
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Table Number Name Page 11.4 Recomme
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Figure Number Name Page 7.7 Graphic
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STANDARD CONSTRUCTION DETAILS Numbe
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CHECKLISTS, STANDARD E&S WORKSHEETS
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are cases where sheet flow has occu
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is replaced following earthmoving,
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CHAPTER 1 - REQUIRED E&S PLAN CONTE
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topography of the site should be in
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efore earth disturbance occurs with
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is classified as High Quality (HQ)
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install the proposed perimeter BMPs
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detail(s) for the specific BMP. In
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CHAPTER 3 - SITE ACCESS This chapte
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ROCK CONSTRUCTION ENTRANCE WITH WAS
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RUMBLE PAD Pre-constructed rumble p
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3 feet should be avoided wherever p
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WATERBAR - Sediment Removal Efficie
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BROAD-BASED DIP - Sediment Removal
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USDA Forest Service STANDARD CONSTR
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DITCH RELIEF CULVERT (Cross Drains)
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TURNOUT - Sediment Removal Efficien
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STANDARD CONSTRUCTION DETAIL #3-11
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3. Temporary bridges should be inst
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PA DEP STANDARD CONSTRUCTION DETAIL
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WETLAND CROSSING Wetland crossings
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Adapted from PA DEP GP-8 FIGURE 3.8
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FIGURE 3.10 Rigid or Flexible Pipe
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PA DEP FIGURE 3.12 In-stream Coffer
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EARTHWORK WITHIN LAKES AND PONDS NO
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FIGURE 3.15 Turbidity Barrier Insta
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DEWATERING WORK AREAS - Wherever wa
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(Additional Notes for Standard Cons
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SITE HOUSEKEEPING AND MATERIALS MAN
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Prefabricated Washout Containers Ca
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CHAPTER 4 - SEDIMENT BARRIERS AND F
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The maximum slope length above a co
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STANDARD CONSTRUCTION DETAIL #4-1 C
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COMPOST FILTER BERM - Sediment Remo
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Installation - Compost filter berms
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STANDARD CONSTRUCTION DETAIL # 4-4
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ROCK FILTER OUTLET - Sediment Remov
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York County Conservation District 3
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Wherever there is a break or change
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A chain link fence should be instal
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SEDIMENT FILTER LOG (FIBER LOG) - S
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WOOD CHIP FILTER BERM - Sediment Re
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STRAW BALE BARRIER - Sediment Remov
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NRCS FIGURE 4.4 Straw Bale Barrier
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A one foot thick layer of AASHTO #5
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The total width of the filter strip
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INLET FILTER BAG - Sediment Removal
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Adapted from Maine DEP Maximum drai
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TABLE 5.1 Pennsylvania Rainfall by
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LAND USE < 2% TABLE 5.2 Runoff Coef
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TR-55 Shallow Concentrated Flow Tha
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Figure 5.2 - RAINFALL REGION MAP A
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Figure 5.6 - RAINFALL REGION MAP E
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TABLE 5.6 5-Minute through 24-Hour
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TABLE 5.8 5-Minute through 24-Hour
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Drainage Area (A) - Determine the d
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Determination of Time of Concentrat
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CHAPTER 6 - RUNOFF CONVEYANCE BMPs
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DESIGN PROCEDURE 1. Calculate the r
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TABLE 6.3 Manning’s “n” for T
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National Technical Information Serv
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TABLE 6.6 Riprap Gradation, Filter
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TABLE 6.9 Recommended n Values to b
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TABLE 6.10 Maximum Permissible Velo
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It should be noted that Guernsey si
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Channel #1 (Diversion Channel) on W
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Channel #1 Segments “A” and “
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No more than one third of the shoot
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Stackhouse Bensinger, Inc. STANDARD
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Adapted from North Carolina DENR ST
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TEMPORARY SLOPE PIPE - Temporary sl
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BENCH - Benches (a.k.a. gradient te
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CHAPTER 7 - SEDIMENT BASINS DESIGN
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14. The discharge from a sediment b
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Adapted from VA SWCC PA DEP FIGURE
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Develop a Stage Storage Curve. Use
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Sediment shall be removed from the
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FIGURE 7.2 Skimmer Orifice Design C
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The principal spillway should be an
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Adapted from USDA, NRCS FIGURE 7.3
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H TABLE 7.3 - PIPE FLOW CAPACITY n
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TABLE 7.4 Concrete Base Requirement
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Embedded section of aluminum or alu
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Wherever total basin dewatering is
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Riprap at toe of embankment shall b
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Head TABLE 7.6 - GRASS-LINED EMERGE
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4. Once the depth of flow through t
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Anti-seep Collar Wherever soils sus
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4. The maximum spacing between coll
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Adapted from PennDOT RC-70 STANDARD
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FILTER DIAPHRAGM Filter diaphragms
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Sediment Storage Zone Dewatering Pr
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4. Greater surface area increases t
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Barrel/Riser Sediment Trap - This d
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Accumulated sediment shall be remov
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Wherever total trap dewatering is r
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At a minimum, outlet protection sho
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CHAPTER 9 - OUTLET PROTECTION As a
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FIGURE 9.1 Velocity Adjustment Nomo
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endwall. For discharges directly in
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Adapted from USDA NRCS STANDARD CON
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Adapted from USDA - NRCS FIGURE 9.3
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Determine whether maximum or minimu
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Adapted from ScourStop FIGURE 9.5 T
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STILLING BASIN (Plunge Pool) - Stil
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Adapted from USDOT, FHWA HEC 14 FIG
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Using the pipe slope (V:H) determin
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ENERGY DISSIPATER Energy dissipater
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EARTHEN LEVEL SPREADER LOCATION - E
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STRUCTURAL LEVEL SPREADER LOCATION
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The E&S plan should include such in
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Wherever the slope parallels the ro
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VA SWCC FIGURE 11.1 Stair Step Grad
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TOPSOIL APPLICATION Graded areas sh
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Site conditions such as soil limita
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Species Warm-Season Grasses Deerton
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6. Use only in extreme southeastern
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Synthetic binders, or chemical bind
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EROSION CONTROL BLANKETS - There ar
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HYDRAULICALLY APPLIED BLANKETS Hydr
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PAM Specifications Anionic PAM mixt
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Adapted from VA DSWC FIGURE 11.5 So
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City of Portland, BDS FIGURE 11.6 T
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CHAPTER 13 - UTILITY LINE PROJECTS
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more viable. HDD may be considered
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STANDARD CONSTRUCTION DETAIL #13-1
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PA DEP FIGURE 13.1 Waterbar Install
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The following points should be cons
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SKID ROADS AND SKID TRAILS The prim
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The diversion channel should have a
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PA Timber Harvesting Packet FIGURE
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CHAPTER 15 - STREAMBANK STABILIZATI
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Figure 15.1 Riprap Streambank Prote
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GABIONS and Reno mattress have been
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PA DEP FIGURE 15.4 Reno Mattress St
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Adapted from VA DSWC FIGURE 15.5 Gr
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MISCELLANEOUS HARD ARMOR TECHNIQUES
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Natural colonization by surrounding
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INSTALLATION GUIDELINES Prepare the
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Branchpacking is the alternating of
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Fabric encapsulated soil is often u
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Fiber rolls, or coir logs, are cyli
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CHAPTER 16 - GRADING STANDARDS PA D
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CHAPTER 17 - AREAS OF SPECIAL CONCE
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Adapted from USDA NRCS FIGURE 17.2
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Adapted from USDA NRCS FIGURE 17.4
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enter the Act 2 Program, which is a
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No RECOMMENDED PROCESS FOR SITES WI
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Common Contaminants of Concern: Two
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Structural (Stabilization) Erosion
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ii. The siting and function of any
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SPECIAL PROTECTION WATERSHEDS Sourc
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impacts, including suitability of g
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SLOPE FAILURES PA DEP The Problem I
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TABLE 17.1 PROCESSES LEADING TO LAN
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GEOTHERMAL WELL DRILLING Source Unk
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Well (or Total Well Field) Flows Gr
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Project: COMPLETE PLAN CHECKLIST A.
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STANDARD E&S CONTROL PLAN TECHNICAL
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“A maintenance program, which pro
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Complies Deficient N/A Hydric soils
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Complies Deficient N/A Removal of t
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Complies Deficient N/A Standard E&S
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Sediment Traps (Chapter 8) Complies
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Permanent Stabilization Topsoil rep
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APPENDIX B - STANDARD E&S WORKSHEET
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STANDARD E&S WORKSHEET #2 Compost F
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STANDARD E&S WORKSHEET # 4 Reinforc
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STANDARD E&S WORKSHEET # 6 Super Si
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STANDARD E&S WORKSHEET # 8 Rock Fil
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STANDARD E&S WORKSHEET # 10 Rationa
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STANDARD E&S WORKSHEET # 12 Sedimen
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E L E V A T I O N (FT) STANDARD E&S
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STANDARD E&S WORKSHEET # 16 Sedimen
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BASIN NO. TEMP. OR PERM. Y (FT) Z S
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STANDARD E&S WORKSHEET # 20 Riprap
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STANDARD E&S WORKSHEET # 22 PLAN PR
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15. Until the site is stabilized, a
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APPENDIX D - STANDARDS FOR MAPS AND
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PLAN DRAWINGS Each bit of informati
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e carefully preserved and stored fo
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SOIL NAME CUTBANKS CAVE CORROSIVE T
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ROUGHNESS ELEMENT DISSIPATER - This
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2. Determine Discharge Velocity (VO
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From Figure F.8, VA/VO = 1.05 VA =
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Yo / D FIGURE F.4 Dimensionless Rat
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USDOT, FHWA HEC 14 FIGURE F.6 Flow
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FIGURE F.8 Average Velocity in Abru
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FIGURE F.10 Average Depth for Abrup
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FIGURE F.12 Riprap Size for Use Dow
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EXAMPLE - Given: Circular Concrete
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USDOT, FHWA HEC 14 FIGURE F.14 Impa
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designed to discharge all anticipat
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Figure G.1. Convex Contours and Slo
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Figure G.2. Turf Reinforcement Mat
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c. For subsurface discharge level s
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asin/trap, it should be off-line du
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Design to Avoid Downstream Erosion
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Down Slope Ground Cover Table G.2.
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VIII. OUTFALL DESIGN As previously
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Figure G.10. Rill/Gully Repair Figu
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X. SELECTED REFERENCES Pennsylvania
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APPENDIX H - DUST CONTROL Descripti
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Table H.2. Adhesives Used for Dust
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Tree Health Preserving trees is not
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can have blocky aggregates. They ha
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Site Characteristics—Site charact
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Identify trees in need of care In t
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363-2134-008 / March 31, 2012 / Pag
Page 485 and 486:
Use accurate information. The plan
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The transplanting process requires
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Protecting Trees During Constructio
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geotextile. The plastic core is mad
Page 493 and 494:
Retain a qualified arborist to perf
Page 495 and 496:
Repairing Construction Injury The m
Page 497 and 498:
Tree Techniques Tree injury Tree li
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Improve the aeration and drainage o
Page 501 and 502:
1995. Tree-Pruning Guidelines. (Gui
Page 503 and 504:
APPENDIX J - Publication: “Unders
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ions such as calcium, magnesium, an
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Soil Structure Is Destroyed by Comp
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compaction in decent, fertile soils
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A Note on Organic Materials and Ame
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Final Strategies for Dealing with C
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This publication is available from
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363-2134-008 / March 31, 2012 / Pag
Page 519 and 520:
Aeration -----Mixing water with air
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Aquiclude -----A geologic formation
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Bedrock----- The more or less solid
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C-Horizon -----A layer of unconsoli
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Clay -----A fine-grained cohesive s
Page 529 and 530:
Where: Q = Flow volume (cfs) V = Fl
Page 531 and 532: Cut and Cover -----A method of tren
Page 533 and 534: Diabase -----A rock of basaltic com
Page 535 and 536: E&S Plan -----Erosion and Sediment
Page 537 and 538: E&S Plan -----A site-specific plan
Page 539 and 540: Filter Fabric Fence -----A sediment
Page 541 and 542: Frost Action (Soils) -----The likel
Page 543 and 544: Grade -----1. The slope of a road o
Page 545 and 546: Holding Structure -----Any excavati
Page 547 and 548: Inlet Protection -----Type of BMP u
Page 549 and 550: Level Spreader -----An earthen or m
Page 551 and 552: Mesic -----Refers to environmental
Page 553 and 554: NOI -----Notice of Intent Nominal S
Page 555 and 556: Organic Soil -----Soil composed pre
Page 557 and 558: Percolation Test -----A measure of
Page 559 and 560: Pollutant -----Any contaminant or o
Page 561 and 562: Range -----The geographic region in
Page 563 and 564: stabilization; cutting of existing
Page 565 and 566: Section 404 ----The section of the
Page 567 and 568: Slope Protection -----A layer or fa
Page 569 and 570: Stable Channel Flow -----Channel fl
Page 571 and 572: stabilization techniques that consi
Page 573 and 574: Terrace -----An earthen embankment
Page 575 and 576: Trench Plug -----A flow obstruction
Page 577 and 578: Vernal Pool -----Wetlands that occu
Page 579 and 580: Y Yellowboy -----Iron oxide deposit
Page 581: 26. Filtrexx, Standard Specificatio
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