Download the entire Volume 3 Criteria Manual - Urban Drainage ...
Download the entire Volume 3 Criteria Manual - Urban Drainage ... Download the entire Volume 3 Criteria Manual - Urban Drainage ...
SC-4 Brush Barrier (BB) Maintenance and Removal Inspect the brush barrier for voids where concentrated flow or erosion is occurring. Voids in the brush barrier should be filled with additional brush. Accumulated sediment should be removed from the uphill side of the barrier when sediment height reaches one-third of the height of the barrier. If filter fabric is used, inspect the filter fabric for damage; replace and properly secure it, as needed. Once the upstream area has been vegetated or stabilized, the brush barrier should be removed and the underlying area revegetated. BB-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3
Rock Sock (RS) SC-5 Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized sediment loading. A benefit of rock Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's Rock Sock height. Once upstream stabilization is complete, rock socks and Functions Erosion Control No accumulated sediment should be removed and properly disposed. Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3
- Page 439: Rough Cut Street Control (RCS) EC-9
- Page 442 and 443: EC-10 Earth Dikes and Drainage Swal
- Page 444 and 445: EC-10 Earth Dikes and Drainage Swal
- Page 447 and 448: Terracing (TER) EC-11 Description T
- Page 449 and 450: Check Dams (CD) EC-12 Description C
- Page 451 and 452: Check Dams (CD) EC-12 November 2010
- Page 453 and 454: Check Dams (CD) EC-12 November 2010
- Page 455 and 456: Streambank Stabilization (SS) EC-13
- Page 457: Wind Erosion/Dust Control (DC) EC-1
- Page 460 and 461: MM-1 Concrete Washout Area (CWA) se
- Page 462 and 463: MM-1 Concrete Washout Area (CWA) CW
- Page 464 and 465: MM-2 Stockpile Management (SM) When
- Page 466 and 467: MM-2 Stockpile Management (SM) SP-4
- Page 468 and 469: MM-2 Stockpile Management (SM) SP-6
- Page 470 and 471: MM-3 Good Housekeeping Practices (G
- Page 472 and 473: MM-3 Good Housekeeping Practices (G
- Page 474 and 475: MM-3 Good Housekeeping Practices (G
- Page 476 and 477: SC-1 Silt Fence (SF) Maintenance an
- Page 478 and 479: SC-1 Silt Fence (SF) SF-4 Urban Dra
- Page 480 and 481: SC-2 Sediment Control Log (SCL) Alt
- Page 482 and 483: SC-2 Sediment Control Log (SCL) SCL
- Page 485 and 486: Straw Bale Barrier (SBB) SC-3 Descr
- Page 487: Straw Bale Barrier (SBB) SC-3 Novem
- Page 492 and 493: SC-5 Rock Sock (RS) RS-2 Urban Drai
- Page 495 and 496: Inlet Protection (IP) SC-6 Descript
- Page 497 and 498: Inlet Protection (IP) SC-6 • Remo
- Page 499 and 500: Inlet Protection (IP) SC-6 August 2
- Page 501 and 502: Inlet Protection (IP) SC-6 August 2
- Page 503 and 504: Sediment Basin (SB) SC-7 Descriptio
- Page 505 and 506: Sediment Basin (SB) SC-7 Illustrati
- Page 507 and 508: Sediment Basin (SB) SC-7 August 201
- Page 509: Sediment Basin (SB) SC-7 August 201
- Page 512 and 513: SC-8 Sediment Trap (ST) ST-2 Urban
- Page 515: Vegetated Buffers (VB) SC-9 Descrip
- Page 518 and 519: SC-10 Chemical Treatment (CT) Maint
- Page 520 and 521: SM-1 Construction Phasing/Sequencin
- Page 522 and 523: SM-1 Construction Phasing/Sequencin
- Page 524 and 525: SM-2 Protection of Existing Vegetat
- Page 527 and 528: Construction Fence (CF) SM-3 Descri
- Page 529: Construction Fence (CF) SM-3 Novemb
- Page 532 and 533: SM-4 Vehicle Tracking Control (VTC)
- Page 534 and 535: SM-4 Vehicle Tracking Control (VTC)
- Page 536 and 537: SM-4 Vehicle Tracking Control (VTC)
- Page 539 and 540: Stabilized Staging Area (SSA) SM-6
Rock Sock (RS)<br />
SC-5<br />
Description<br />
A rock sock is constructed of gravel<br />
that has been wrapped by wire mesh or<br />
a geotextile to form an elongated<br />
cylindrical filter. Rock socks are<br />
typically used ei<strong>the</strong>r as a perimeter<br />
control or as part of inlet protection.<br />
When placed at angles in <strong>the</strong> curb line,<br />
rock socks are typically referred to as<br />
curb socks. Rock socks are intended to<br />
trap sediment from stormwater runoff<br />
that flows onto roadways as a result of<br />
construction activities.<br />
Appropriate Uses<br />
Rock socks can be used at <strong>the</strong> perimeter<br />
of a disturbed area to control localized<br />
sediment loading. A benefit of rock<br />
Photograph RS-1. Rock socks placed at regular intervals in a curb<br />
line can help reduce sediment loading to storm sewer inlets. Rock<br />
socks can also be used as perimeter controls.<br />
socks as opposed to o<strong>the</strong>r perimeter controls is that <strong>the</strong>y do not have to be trenched or staked into <strong>the</strong><br />
ground; <strong>the</strong>refore, <strong>the</strong>y are often used on roadway construction projects where paved surfaces are present.<br />
Use rock socks in inlet protection applications when <strong>the</strong> construction of a roadway is substantially<br />
complete and <strong>the</strong> roadway has been directly connected to a receiving storm system.<br />
Design and Installation<br />
When rock socks are used as perimeter controls, <strong>the</strong> maximum recommended tributary drainage area per<br />
100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and<br />
a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail<br />
RS-1. Also see <strong>the</strong> Inlet Protection Fact Sheet for design and installation guidance when rock socks are<br />
used for inlet protection and in <strong>the</strong> curb line.<br />
When placed in <strong>the</strong> gutter adjacent to a curb, rock socks should protrude no more than two feet from <strong>the</strong><br />
curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert<br />
drivers and street maintenance workers of <strong>the</strong>ir presence.<br />
Maintenance and Removal<br />
Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for<br />
damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to<br />
maintain <strong>the</strong> functionality of <strong>the</strong> BMP, typically when sediment<br />
has accumulated behind <strong>the</strong> rock sock to one-half of <strong>the</strong> sock's<br />
Rock Sock<br />
height.<br />
Once upstream stabilization is complete, rock socks and<br />
Functions<br />
Erosion Control<br />
No<br />
accumulated sediment should be removed and properly disposed. Sediment Control<br />
Yes<br />
Site/Material Management No<br />
November 2010 <strong>Urban</strong> <strong>Drainage</strong> and Flood Control District RS-1<br />
<strong>Urban</strong> Storm <strong>Drainage</strong> <strong>Criteria</strong> <strong>Manual</strong> <strong>Volume</strong> 3