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ARCHIVED REPORTS_2000
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PR0440014
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ARCHIVED REPORTS_2000
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Last modified
7/18/2020 3:18:52 AM
Creation date
7/3/2020 11:15:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2000
RECORD_ID
PR0440014
PE
4445
FACILITY_ID
FA0001304
FACILITY_NAME
STOCKTON SCAVENGERS ASSOCIATION
STREET_NUMBER
1240
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1240 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4445_PR0440014_1240 NAVY_.tif
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EHD - Public
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III. ENVIRONMENTAL SETTING,IMPACTS AND MITIGATION MEASURES <br /> F. HYDROLOGY AND WATER QUALITY <br /> Impact F.3: The proposed project would increase impervious surfaces and could alter <br /> drainage patterns across the site,thereby increasing and potentially rerouting surface <br /> runoff,which could produce flood hazards or impact the regional drainage system. (Less <br /> than Significant) <br /> The main facility site(east of Pershing)is nearly completely paved with only minimal additional <br /> pavement called for as part of the project. Drainage improvements to the main facility site are <br /> proposed as part of the project to adequately collect surface runoff and contain it within the <br /> stormwater detention basin according to standards of the City's Municipal Utilities Department, <br /> and is also addressed under Mitigation Measure F.2 for NPDES runoff requirements. Project- <br /> proposed drainage improvements would also include replacing the existing surface storm <br /> drainage ditch that runs along the to-be-abandoned portion of Pershing Avenue with an <br /> adequately sized underground drain consistent with City standards. The existing drainage ditch <br /> is currently used to convey the treated stormwater from the detention basin to the regional <br /> drainage system. Improvements made to Pershing Avenue would not induce additional flood <br /> hazards or substantial increases in surface runoff. Installation of curbs,gutters, and an <br /> appropriately sized underground drain would enhance a previously uncontrolled drainage area <br /> and provide better connection witi,the regional drainage system. <br /> There would be a substantial increase in surface runoff at the container storage area west of <br /> Pershing due to installation of an all-weather surface that would be impervious in nature. An <br /> engineering analysis will be needed to determine whether the increased flows can be handled by <br /> the existing storm drain system. Depending on the results of NPDES-required monitoring, <br /> runoff generated on this portion of the site may need to be collected and treated prior to <br /> discharge under the requirements of the industrial NPDES permit, as discussed under Mitigation <br /> Measure F.2. <br /> Mitigation Measures Proposed as Part of the Project <br /> Mitigation Measure F.3: Develop and implement a drainage plan for the area west of <br /> Pershing Avenue that allows for collection,treatment, and discharge of runoff from this <br /> area separate from that for the rest of the site, in accordance with the capacity of the off- <br /> site stormwater system. <br /> Mitigation Measures Identified in This Report <br /> None required. <br /> REFERENCES —Hydrology and Water Quality <br /> City of Stockton, City of Stockton General Plan Background Report. Adopted January 22, 1990. <br /> City of Stockton, City of Stockton 1992 General Plan Revision, Draft Environmental Impact <br /> Report. Prepared by Michael Paoli and Associates for the City of Stockton. August 1992. <br /> City of Stockton,Stormwater Division,Model Storm Water Pollution Prevention Plan for <br /> Construction Activities. May 15, 1997. <br /> Stockton Sravenger Transfer Station Erpansion III.F.9 ESA/990/90 <br />
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