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SU0009004
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2600 - Land Use Program
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PA-1100229
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SU0009004
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Last modified
5/7/2020 11:33:48 AM
Creation date
9/9/2019 10:55:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0009004
PE
2625
FACILITY_NAME
PA-1100229
STREET_NUMBER
12815
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24008011
ENTERED_DATE
12/19/2011 12:00:00 AM
SITE_LOCATION
12815 W VALPICO RD
RECEIVED_DATE
12/16/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\V\VALPICO\12815\PA-1100229\SU0009004\REV EH COND.PDF \MIGRATIONS\V\VALPICO\12815\PA-1100229\SU0009004\APPL.PDF \MIGRATIONS\V\VALPICO\12815\PA-1100229\SU0009004\CDD OK.PDF \MIGRATIONS\V\VALPICO\12815\PA-1100229\SU0009004\EH COND.PDF
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EHD - Public
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❑ Design systems with permanent water sources such as wetlands, ponds, sumps, and <br /> basins to minimize mosquito habitat and plan for routine larval mosquito inspection and <br /> control activities with the assistance of a local mosquito control program. <br /> Stormwater Conveyance <br /> ❑ Provide proper grades along conveyance structures to ensure that water flows freely. <br /> ❑ Inspect on a routine basis to ensure the grade remains as designed and to remove <br /> accumulations of sediment, trash, and debris. <br /> ❑ Keep inlets free of accumulations of sediment, trash, and debris to prevent standing <br /> water from backing up on roadways and gutters. <br /> ❑ Design outfalls to prevent scour depressions that can hold standing water. <br /> Stormwater Storage and Infiltration Systems (Aboveground) <br /> ❑ Design structures so that they do not hold standing water for more than 96 hours to <br /> prevent mosquito development. Features to prevent or reduce the possibility of clogged <br /> discharge orifices (e.g., debris screens) should be incorporated into the design. The use <br /> of weep holes is not recommended due to rapid clogging. <br /> ❑ Provide a uniform grade between the inlets and outlets to ensure that all water is <br /> discharged in 96 hours or less. Routine inspection and maintenance are crucial to <br /> ensuring the grade remains as designed. <br /> ❑ Avoid the use of electric pumps. They are subject to failure and often require <br /> permanent-water sumps. Structures that do not require pumping should be favored over <br /> those that have this requirement. <br /> ❑ Avoid the use of loose rock rip-rap that may hold standing water. <br /> ❑ Design distribution pumping and containment basins with adequate slopes to drain <br /> fully. The design slope should take into consideration buildup of sediment between <br /> maintenance periods. <br /> Stormwater Structures with Permanent-Water Sumps or Basins (Belowground) <br /> ❑ Where possible, seal access holes (e.g., pick holes in manhole covers) to <br /> belowground structures designed to retain water in sumps or basins to minimize entry of <br /> adult mosquitoes. If using covers or screens, maximum allowable gaps of 1/16 inch (2 <br /> mm) will exclude entry of adult mosquitoes. Inspect barriers frequently and replace <br /> when needed. <br /> ❑ If the sump or basin is completely sealed against mosquitoes, with the exception of <br /> the inlet and outlet, the inlet and outlet should be completely submerged to reduce the <br /> available surface area of water for mosquitoes to lay eggs (female mosquitoes can fly <br /> through pipes). <br /> ❑ Where possible, design belowground sumps with the equipment necessary to allow <br /> for easy dewatering of the unit. <br /> 2 <br />
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