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EHD Program Facility Records by Street Name
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WINDMILL COVE
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8503
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2900 - Site Mitigation Program
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PR0540185
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COMPLIANCE INFO
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Last modified
5/27/2021 4:49:08 PM
Creation date
5/27/2021 3:58:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0540185
PE
2953
FACILITY_ID
FA0022973
FACILITY_NAME
GLOBAL 7 OCEANIC
STREET_NUMBER
8503
Direction
W
STREET_NAME
WINDMILL COVE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
8503 W WINDMILL COVE RD
QC Status
Approved
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EHD - Public
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SITE IMPROVEMENT PLAN <br />DRAINAGE REQUIREMENTS <br />SAN JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT <br />1810 E. HAZELTON AVENUE, STOCKTON, CA 95205 <br />TELEPHONE: (209) 468-3120 <br />BUSINESS HOURS: 8:00 a.m. to 5:00 p.m. <br />(Monday through FrIdayi <br />New development will provide for all of the storm water runoff generated. The use of <br />roadside ditches or gutters are not allowed, unless approved by the Public Works <br />Department. <br />All existing development shall provide for the additional storm water runoff that is <br />generated In accordance with current design standards. <br />The improvement Plan shall show the location of existing and proposed storm drainage <br />facilities (check with Engineering staff regarding design criteria). If subject to flooding, <br />the 100-year flood elevations must be shown. Indicate any unusual topographic <br />features of the site (e.g. contours, steep slopes, or drainage courses). <br />All developments shalt provide terminal drainage where the development is within close <br />proximity (see chapter 9-1135 of the County Development Title) to terrninal drainage <br />facilities. "Terminal drainage" means a storm drainage system which by gravity carries <br />storm water ultimately to the ocean. <br />When terminal drainage is not readily available, storm drainage run-off shall be retained <br />on-site, and provisions shall be shown on the Improvement Plan. <br />Retention ponds are drainage ponds with no outlet facilities for terminal drainage. <br />They must be designed to be capable of storing the required volume and of emptying <br />through percolation and evaporation over a specified time. If applicable, pond capacity <br />calculations shall be submitted for approval (see attached calculation form for retention <br />ponds). <br />If retention ponds are to be used In combination with other uses In addition to storm <br />water runoff (e.g. dairy farms), then caleulations shall be provided to show that the <br />ponds are sufficiently sized for both uses (Refer to handout entitled "Drainage <br />Requirements Dairy Farms").
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