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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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USDA Forest Service STANDARD CONSTR
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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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PA DEP STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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STANDARD CONSTRUCTION DETAIL # 4-16
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Adapted from Maine DEP Maximum drai
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PA DEP STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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STANDARD CONSTRUCTION DETAIL # 6-5
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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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STANDARD CONSTRUCTION DETAIL # 7-1
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Sediment shall be removed from the
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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PA DEP STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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PA DEP STANDARD CONSTRUCTION DETAIL
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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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PA DEP STANDARD CONSTRUCTION DETAIL
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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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PA DEP STANDARD CONSTRUCTION DETAIL
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Barrel/Riser Sediment Trap - This d
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Accumulated sediment shall be remov
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PA DEP STANDARD CONSTRUCTION DETAIL
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Wherever total trap dewatering is r
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At a minimum, outlet protection sho
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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STANDARD CONSTRUCTION DETAIL # 9-2
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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 STANDARD CONSTRUCTION DETAIL
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PA DEP STANDARD CONSTRUCTION DETAIL
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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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- Page 321 and 322: PA Timber Harvesting Packet FIGURE
- Page 323 and 324: CHAPTER 15 - STREAMBANK STABILIZATI
- Page 325 and 326: Figure 15.1 Riprap Streambank Prote
- Page 327 and 328: GABIONS and Reno mattress have been
- Page 329 and 330: PA DEP FIGURE 15.4 Reno Mattress St
- Page 331 and 332: Adapted from VA DSWC FIGURE 15.5 Gr
- Page 333 and 334: MISCELLANEOUS HARD ARMOR TECHNIQUES
- Page 335 and 336: Natural colonization by surrounding
- Page 337 and 338: 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
- Page 345 and 346: CHAPTER 16 - GRADING STANDARDS PA D
- Page 347 and 348: CHAPTER 17 - AREAS OF SPECIAL CONCE
- Page 349 and 350: Adapted from USDA NRCS FIGURE 17.2
- Page 351 and 352: Adapted from USDA NRCS FIGURE 17.4
- Page 353 and 354: enter the Act 2 Program, which is a
- Page 355 and 356: No RECOMMENDED PROCESS FOR SITES WI
- Page 357 and 358: Common Contaminants of Concern: Two
- Page 359 and 360: Structural (Stabilization) Erosion
- Page 361 and 362: ii. The siting and function of any
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- Page 367 and 368: SLOPE FAILURES PA DEP The Problem I
- Page 369: TABLE 17.1 PROCESSES LEADING TO LAN
- Page 373 and 374: Well (or Total Well Field) Flows Gr
- Page 375 and 376: Project: COMPLETE PLAN CHECKLIST A.
- Page 377 and 378: STANDARD E&S CONTROL PLAN TECHNICAL
- Page 379 and 380: “A maintenance program, which pro
- Page 381 and 382: Complies Deficient N/A Hydric soils
- Page 383 and 384: Complies Deficient N/A Removal of t
- Page 385 and 386: Complies Deficient N/A Standard E&S
- Page 387 and 388: Sediment Traps (Chapter 8) Complies
- Page 389 and 390: Permanent Stabilization Topsoil rep
- Page 391 and 392: APPENDIX B - STANDARD E&S WORKSHEET
- Page 393 and 394: STANDARD E&S WORKSHEET #2 Compost F
- Page 395 and 396: STANDARD E&S WORKSHEET # 4 Reinforc
- Page 397 and 398: STANDARD E&S WORKSHEET # 6 Super Si
- Page 399 and 400: STANDARD E&S WORKSHEET # 8 Rock Fil
- Page 401 and 402: STANDARD E&S WORKSHEET # 10 Rationa
- Page 403 and 404: STANDARD E&S WORKSHEET # 12 Sedimen
- Page 405 and 406: E L E V A T I O N (FT) STANDARD E&S
- Page 407 and 408: STANDARD E&S WORKSHEET # 16 Sedimen
- Page 409 and 410: BASIN NO. TEMP. OR PERM. Y (FT) Z S
- Page 411 and 412: STANDARD E&S WORKSHEET # 20 Riprap
- Page 413 and 414: STANDARD E&S WORKSHEET # 22 PLAN PR
- Page 415 and 416: 15. Until the site is stabilized, a
- Page 417 and 418: APPENDIX D - STANDARDS FOR MAPS AND
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e carefully preserved and stored fo
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SOIL NAME CUTBANKS CAVE CORROSIVE T
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SOIL NAME CUTBANKS CAVE CORROSIVE T
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SOIL NAME CUTBANKS CAVE CORROSIVE T
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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
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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
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Retain a qualified arborist to perf
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Repairing Construction Injury The m
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Tree Techniques Tree injury Tree li
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Improve the aeration and drainage o
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1995. Tree-Pruning Guidelines. (Gui
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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
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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
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Cut and Cover -----A method of tren
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Diabase -----A rock of basaltic com
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E&S Plan -----Erosion and Sediment
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E&S Plan -----A site-specific plan
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Filter Fabric Fence -----A sediment
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Frost Action (Soils) -----The likel
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Grade -----1. The slope of a road o
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Holding Structure -----Any excavati
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Inlet Protection -----Type of BMP u
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Level Spreader -----An earthen or m
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Mesic -----Refers to environmental
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NOI -----Notice of Intent Nominal S
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Organic Soil -----Soil composed pre
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Percolation Test -----A measure of
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Pollutant -----Any contaminant or o
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Range -----The geographic region in
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stabilization; cutting of existing
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Section 404 ----The section of the
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Slope Protection -----A layer or fa
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Stable Channel Flow -----Channel fl
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stabilization techniques that consi
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Terrace -----An earthen embankment
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Trench Plug -----A flow obstruction
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Vernal Pool -----Wetlands that occu
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Y Yellowboy -----Iron oxide deposit
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26. Filtrexx, Standard Specificatio
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86. USEPA, National Pollutant Disch