Erosion and Sediment Pollution Control Program Manual.pdf

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PA DEP PA DEP STANDARD CONSTRUCTION DETAIL #3-15 Sandbag Diversion Dam or Cofferdam 2 BAG MINIMUM HEIGHT ABOVE NORMAL BASE FLOW FIGURE 3.13 Jersey Barrier Cofferdam – End View 363-2134-008 / March 31, 2012 / Page 48
EARTHWORK WITHIN LAKES AND PONDS NOTE: Wherever the structures described in this section are installed, the appropriate Chapter 105 permits must be obtained from the Department. Designs shall adhere to the conditions of those permits. Since the water within a lake or pond typically has no appreciable flow velocity, a cofferdam is usually sufficient to protect impounded water from the turbidity caused by construction activity. Therefore, Figure 3.12 may be modified to provide a typical detail for such activity. Turbidity Barrier (Silt Curtain) A turbidity barrier is a heavy geosynthetic fabric suspended vertically in a body of water for the purpose of preventing sediment-laden water from escaping a work area and entering the main body of water. It is typically supported by a floatation system at the top and weighted at the bottom. Geosol A turbidity barrier is generally used where earthwork (e.g. dredging operations, streambank improvements, bridge pier construction, etc.) occurs within a water body, or along the shoreline, for relatively short periods of time, usually less than 1 month. It is most effective when used in calm water. Turbidity barriers should not generally be used where strong currents exist, and should never be placed across flowing watercourses. They should not typically be left in place during winter. Design Considerations For ponds and other relatively still water bodies, the fabric should be relatively impermeable so as to provide a barrier between the clean water and the sediment-laden water. Runoff into this type of curtain should be minimized, due to limited available capacity. For moving water, such as in lakes and stream channels, provision should be made to allow passage of water through the curtain. This is normally done by constructing at least part of the curtain from a heavy filter fabric. While such curtains allow for some water movement through the curtain, the flow rate is low. Therefore, these curtains should not be installed across flowing watercourses. Turbidity barriers placed in stream channels should be placed parallel to the flow direction. 363-2134-008 / March 31, 2012 / Page 49
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EROSION AND SEDIMENT POLLUTION CONT
Page 3 and 4:
FOREWORD The various Best Managemen
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TABLE OF CONTENTS Page Foreword ...
Page 7 and 8:
Waterbars .........................
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Table Number Name Page 11.4 Recomme
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Figure Number Name Page 7.7 Graphic
Page 13 and 14:
STANDARD CONSTRUCTION DETAILS Numbe
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CHECKLISTS, STANDARD E&S WORKSHEETS
Page 17 and 18: are cases where sheet flow has occu
Page 19 and 20: is replaced following earthmoving,
Page 21 and 22: CHAPTER 1 - REQUIRED E&S PLAN CONTE
Page 23 and 24: topography of the site should be in
Page 25 and 26: efore earth disturbance occurs with
Page 27 and 28: is classified as High Quality (HQ)
Page 29 and 30: install the proposed perimeter BMPs
Page 31 and 32: detail(s) for the specific BMP. In
Page 33 and 34: CHAPTER 3 - SITE ACCESS This chapte
Page 35 and 36: ROCK CONSTRUCTION ENTRANCE WITH WAS
Page 37 and 38: RUMBLE PAD Pre-constructed rumble p
Page 39 and 40: 3 feet should be avoided wherever p
Page 41 and 42: WATERBAR - Sediment Removal Efficie
Page 43 and 44: BROAD-BASED DIP - Sediment Removal
Page 45 and 46: USDA Forest Service STANDARD CONSTR
Page 51 and 52: DITCH RELIEF CULVERT (Cross Drains)
Page 53 and 54: TURNOUT - Sediment Removal Efficien
Page 55 and 56: STANDARD CONSTRUCTION DETAIL #3-11
Page 57 and 58: 3. Temporary bridges should be inst
Page 59 and 60: PA DEP STANDARD CONSTRUCTION DETAIL
Page 61 and 62: WETLAND CROSSING Wetland crossings
Page 63 and 64: Adapted from PA DEP GP-8 FIGURE 3.8
Page 65 and 66: FIGURE 3.10 Rigid or Flexible Pipe
Page 67: PA DEP FIGURE 3.12 In-stream Coffer
Page 71 and 72: FIGURE 3.15 Turbidity Barrier Insta
Page 73 and 74: DEWATERING WORK AREAS - Wherever wa
Page 75 and 76: (Additional Notes for Standard Cons
Page 77 and 78: SITE HOUSEKEEPING AND MATERIALS MAN
Page 79 and 80: Prefabricated Washout Containers Ca
Page 81 and 82: CHAPTER 4 - SEDIMENT BARRIERS AND F
Page 83 and 84: The maximum slope length above a co
Page 85 and 86: STANDARD CONSTRUCTION DETAIL #4-1 C
Page 87 and 88: COMPOST FILTER BERM - Sediment Remo
Page 89 and 90: Installation - Compost filter berms
Page 91 and 92: STANDARD CONSTRUCTION DETAIL # 4-4
Page 93 and 94: ROCK FILTER OUTLET - Sediment Remov
Page 95 and 96: York County Conservation District 3
Page 97 and 98: Wherever there is a break or change
Page 103 and 104: A chain link fence should be instal
Page 105 and 106: SEDIMENT FILTER LOG (FIBER LOG) - S
Page 107 and 108: WOOD CHIP FILTER BERM - Sediment Re
Page 109 and 110: STRAW BALE BARRIER - Sediment Remov
Page 111 and 112: NRCS FIGURE 4.4 Straw Bale Barrier
Page 113 and 114: A one foot thick layer of AASHTO #5
Page 115 and 116: The total width of the filter strip
Page 117 and 118: INLET FILTER BAG - Sediment Removal
Page 119 and 120:
STANDARD CONSTRUCTION DETAIL # 4-16
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Adapted from Maine DEP Maximum drai
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PA DEP STANDARD CONSTRUCTION DETAIL
Page 125 and 126:
Page 127 and 128:
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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
Page 279 and 280:
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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Page 311 and 312:
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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
Page 321 and 322:
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
Page 333 and 334:
MISCELLANEOUS HARD ARMOR TECHNIQUES
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Natural colonization by surrounding
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INSTALLATION GUIDELINES Prepare the
Page 339 and 340:
Branchpacking is the alternating of
Page 341 and 342:
Fabric encapsulated soil is often u
Page 343 and 344:
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
Page 389 and 390:
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
Page 417 and 418:
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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Page 427 and 428:
Page 429 and 430:
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ROUGHNESS ELEMENT DISSIPATER - This
Page 433 and 434:
2. Determine Discharge Velocity (VO
Page 435 and 436:
From Figure F.8, VA/VO = 1.05 VA =
Page 437 and 438:
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
Page 451 and 452:
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
Page 475 and 476:
Tree Health Preserving trees is not
Page 477 and 478:
can have blocky aggregates. They ha
Page 479 and 480:
Site Characteristics—Site charact
Page 481 and 482:
Identify trees in need of care In t
Page 483 and 484:
363-2134-008 / March 31, 2012 / Pag
Page 485 and 486:
Use accurate information. The plan
Page 487 and 488:
The transplanting process requires
Page 489 and 490:
Protecting Trees During Constructio
Page 491 and 492:
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
Page 499 and 500:
Improve the aeration and drainage o
Page 501 and 502:
1995. Tree-Pruning Guidelines. (Gui
Page 503 and 504:
APPENDIX J - Publication: “Unders
Page 505 and 506:
ions such as calcium, magnesium, an
Page 507 and 508:
Soil Structure Is Destroyed by Comp
Page 509 and 510:
compaction in decent, fertile soils
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A Note on Organic Materials and Ame
Page 513 and 514:
Final Strategies for Dealing with C
Page 515 and 516:
This publication is available from
Page 517 and 518:
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
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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
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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
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Inlet Protection -----Type of BMP u
Page 549 and 550:
Level Spreader -----An earthen or m
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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
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Trench Plug -----A flow obstruction
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Vernal Pool -----Wetlands that occu
Page 579 and 580:
Y Yellowboy -----Iron oxide deposit
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26. Filtrexx, Standard Specificatio
Page 583:
86. USEPA, National Pollutant Disch
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