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 ...
SM-1 Construction Phasing/Sequencing (CP) Typical construction phasing BMPs include: • Limit the amount of disturbed area at any given time on a site to the extent practical. For example, a 100-acre subdivision might be constructed in five phases of 20 acres each. • If there is carryover of stockpiled material from one phase to the next, position carryover material in a location easily accessible for the pending phase that will not require disturbance of stabilized areas to access the stockpile. Particularly with regard to efforts to balance cut and fill at a site, careful planning for location of stockpiles is important. Typical construction sequencing BMPs include: • Sequence construction activities to minimize duration of soil disturbance and exposure. For example, when multiple utilities will occupy the same trench, schedule installation so that the trench does not have to be closed and opened multiple times. • Schedule site stabilization activities (e.g., landscaping, seeding and mulching, installation of erosion control blankets) as soon as feasible following grading. • Install initial erosion and sediment control practices before construction begins. Promptly install additional BMPs for inlet protection, stabilization, etc., as construction activities are completed. Table CP-1 provides typical sequencing of construction activities and associated BMPs. Maintenance and Removal When the construction schedule is altered, erosion and sediment control measures in the SWMP and construction drawings should be appropriately adjusted to reflect actual "on the ground" conditions at the construction site. Be aware that changes in construction schedules can have significant implications for site stabilization, particularly with regard to establishment of vegetative cover. CP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3
Construction Phasing/Sequencing (CP) SM-1 Table CP-1. Typical Phased BMP Installation for Construction Projects Project Phase BMPs • Install sediment controls downgradient of access point (on paved streets this may consist of inlet protection). Predisturbance, Site Access • Establish vehicle tracking control at entrances to paved streets. Fence as needed. • Use construction fencing to define the boundaries of the project and limit access to areas of the site that are not to be disturbed. Note: it may be necessary to protect inlets in the general vicinity of the site, even if not downgradient, if there is a possibility that sediment tracked from the site could contribute to the inlets. • Install perimeter controls as needed on downgradient perimeter of site (silt fence, wattles, etc). • Limit disturbance to those areas planned for disturbance and protect undisturbed areas within the site (construction fence, flagging, etc). • Preserve vegetative buffer at site perimeter. • Create stabilized staging area. • Locate portable toilets on flat surfaces away from drainage paths. Stake in areas susceptible to high winds. • Construct concrete washout area and provide signage. Site Clearing and Grubbing • Establish waste disposal areas. • Install sediment basins. • Create dirt perimeter berms and/or brush barriers during grubbing and clearing. • Separate and stockpile topsoil, leave roughened and/or cover. • Protect stockpiles with perimeter control BMPs. Stockpiles should be located away from drainage paths and should be accessed from the upgradient side so that perimeter controls can remain in place on the downgradient side. Use erosion control blankets, temporary seeding, and/or mulch for stockpiles that will be inactive for an extended period. • Leave disturbed area of site in a roughened condition to limit erosion. Consider temporary revegetation for areas of the site that have been disturbed but that will be inactive for an extended period. • Water to minimize dust but not to the point that watering creates runoff. November 2010 Urban Drainage and Flood Control District CP-3 Urban Storm Drainage Criteria Manual Volume 3
- 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 490 and 491: SC-4 Brush Barrier (BB) Maintenance
- 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 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
- Page 541 and 542: Stabilized Staging Area (SSA) SM-6
- Page 543: Street Sweeping and Vacuuming (SS)
- Page 546 and 547: SM-8 Temporary Diversion Methods (T
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- Page 559 and 560: Dewatering Operations (DW) SM-9 Des
- Page 561 and 562: Dewatering Operations (DW) SM-9 Nov
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- Page 566 and 567: SM-10 Temporary Stream Crossing (TS
- Page 568 and 569: SM-10 Temporary Stream Crossing (TS
SM-1<br />
Construction Phasing/Sequencing (CP)<br />
Typical construction phasing BMPs include:<br />
• Limit <strong>the</strong> amount of disturbed area at any given time on a site to <strong>the</strong> extent practical. For example, a<br />
100-acre subdivision might be constructed in five phases of 20 acres each.<br />
• If <strong>the</strong>re is carryover of stockpiled material from one phase to <strong>the</strong> next, position carryover material in a<br />
location easily accessible for <strong>the</strong> pending phase that will not require disturbance of stabilized areas to<br />
access <strong>the</strong> stockpile. Particularly with regard to efforts to balance cut and fill at a site, careful<br />
planning for location of stockpiles is important.<br />
Typical construction sequencing BMPs include:<br />
• Sequence construction activities to minimize duration of soil disturbance and exposure. For example,<br />
when multiple utilities will occupy <strong>the</strong> same trench, schedule installation so that <strong>the</strong> trench does not<br />
have to be closed and opened multiple times.<br />
• Schedule site stabilization activities (e.g., landscaping, seeding and mulching, installation of erosion<br />
control blankets) as soon as feasible following grading.<br />
• Install initial erosion and sediment control practices before construction begins. Promptly install<br />
additional BMPs for inlet protection, stabilization, etc., as construction activities are completed.<br />
Table CP-1 provides typical sequencing of construction activities and associated BMPs.<br />
Maintenance and Removal<br />
When <strong>the</strong> construction schedule is altered, erosion and sediment control measures in <strong>the</strong> SWMP and<br />
construction drawings should be appropriately adjusted to reflect actual "on <strong>the</strong> ground" conditions at <strong>the</strong><br />
construction site. Be aware that changes in construction schedules can have significant implications for<br />
site stabilization, particularly with regard to establishment of vegetative cover.<br />
CP-2 <strong>Urban</strong> <strong>Drainage</strong> and Flood Control District November 2010<br />
<strong>Urban</strong> Storm <strong>Drainage</strong> <strong>Criteria</strong> <strong>Manual</strong> <strong>Volume</strong> 3