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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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Last modified
7/23/2020 5:02:58 PM
Creation date
7/23/2020 4:33:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRAFT ENVIRONMENTAL IMPACT REPORT
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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These General Permits require(1) submittal to the Central Valley RWQCB of a Notice of Intent(NOI)to <br /> discharge, and(2)preparation of a stormwater pollution prevention plan(SWPPP)that identifies and describes <br /> the best management practices (BMPs)to be implemented at the site to minimize pollution from stormwater <br /> runoff. The Central Valley RWQCB may also issue site-specific WDRs, or waivers to WDRs, for certain waste <br /> discharges to land or waters of the state. In particular, Central Valley RWQCB Resolution R5-2003-0008 <br /> identifies activities subject to waivers of WDRs and/or WDRs for a variety of activities, including minor dredging <br /> activities and construction dewatering activities that discharge to land. For example,the Central Valley <br /> RWQCB's general NPDES permit for construction dewatering activity(Order 5-00-175) authorizes direct <br /> discharges to surface waters up to 250,000 gallons per day for no more than a 4-month period each year. <br /> Construction activities subject to the general construction activity permit include clearing, grading, stockpiling, <br /> and excavation. Dischargers are required to eliminate or reduce nonstormwater discharges to storm sewer systems <br /> and other waters. The permit also requires dischargers to consider the use of permanent post-construction BMPs <br /> that would remain in service to protect water quality throughout the life of the project. All NPDES permits also <br /> have inspection,monitoring, and reporting requirements. In response to a court decision,the Central Valley <br /> RWQCB implemented mandatory water quality sampling requirements in Resolution 2001-046 for visible and <br /> nonvisible contaminants in discharges from construction activities. <br /> Water quality sampling is now required if the activity could result in the discharge of turbidity or sediment to a <br /> water body that is listed as impaired under Section 303(d)because of sediment or siltation, or if a release of a <br /> nonvisible contaminant occurs. Where such pollutants are known or should be known to be present and have the <br /> potential to contact runoff, sampling and analysis is required.NPDES permits require the implementation of <br /> design and operational BMPs to reduce the level of contaminant runoff. Types of BMPs include source controls, <br /> treatment controls, and site planning measures. <br /> Discharges subject to the SWRCB's NPDES general permit for construction activity must develop and implement <br /> a SWPPP. The SWPPP includes a site map and description of construction activities and identifies the BMPs that <br /> would be employed to prevent soil erosion and discharge of other construction-related pollutants(e.g.,petroleum <br /> products, solvents,paints,cement)that could contaminate nearby water resources. A monitoring program is <br /> generally required to ensure that BMPs are implemented according to the SWPPP and are effective at controlling <br /> discharges of stormwater-related pollutants. <br /> Manteca WQCF NPDES Permit <br /> The Manteca WQCF presently operates and discharges treated effluent to the San Joaquin River under the <br /> requirements of a NPDES permit issued by the Central Valley RWQCB in Order No. R5-2004-0028 and as <br /> amended by Order No. R5-2005-0110. The permit includes three sets of effluent limitations for discharge to the <br /> San Joaquin River based on the design treatment capacity of the WQCF as it undergoes its scheduled <br /> improvements. The permit contains effluent limitations for design treatment capacities of 6.95, 8.11, and 9.87 <br /> mgd. Table 4.9-9 presents the effluent limits for the 9.87 mgd design treatment capacity contained in the City's <br /> NPDES permit. A copy of the permit is included in Appendix E. <br /> Table 4.9-9 <br /> Adopted Effluent Limits for City's WQCF Discharge to the San Joaquin River <br /> at a 9.87 MGD ADWF Design Treatment Capacity <br /> Constituent Units Monthly Average Weekly Average 1-Hour Average Daily Maximum <br /> BOD' mg/l 102 202 — 302 <br /> TSS mg/l 102 20' — 302 <br /> Total Coliform MPN/100 mL — 2.2(3) — 23/2404 <br /> Turbidity NTU 2(5) 5/106 <br /> Settleable Solids ml/1 0.1 0.2 <br /> DEIR EDAW <br /> City of Manteca 4.9-21 Hydrology and Water Quality <br />
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