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2900 - Site Mitigation Program
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PR0523785
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/28/2019 4:59:09 PM
Creation date
5/28/2019 4:55:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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• <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD <br /> CENTRAL VALLEY REGION <br /> ORDER NO. 94- <br /> WASTE DISCHARGE REQUIREMENTS <br /> FOR <br /> COUNTY OF SAN JOAQUIN <br /> COUNTY SERVICE AREA NO. 15 WWTP <br /> SAN JOAQUIN COUNTY <br /> The California Regional Water Quality Control Board, Central Valley Region, <br /> (hereafter Board) finds that: <br /> 1. The County of San Joaquin (hereafter Discharger) submitted a Report of <br /> Waste Discharge, dated 23 February 1994, for their wastewater treatment and <br /> disposal facility. The property (Assessor's Parcel No. 087-100-58) is owned by <br /> the County of San Joaquin. <br /> 2. Waste Discharge Requirements Order No. 79-15, adopted by the Board on 26 <br /> January 1979, prescribes requirements for a discharge from the facility to <br /> land. <br /> 3. Order No. 79-15 is neither adequate nor consistent with current plans and <br /> policies of the Board. <br /> 4. The County Service Area No. 15 Wastewater Treatment Plant was originally <br /> constructed in 1966 and was relocated to the present site in 1976 to serve u <br /> highway services and limited industrial area east of the State Highway 99 <br /> along Waterloo Road (State Highway 88), east of the City of Stockton. The <br /> facility has not reached its design capacity. <br /> 5. The Report of Waste Discharge describes the proposed discharge as follows: <br /> Monthly Average Flow: 0.08 mgd <br /> Daily Peak Flow: 0.40 mgd <br /> Design Flow: 0.20 mgd <br /> Constituent Influent Effluent <br /> BODS 298 mg/l 20 mg/l <br /> TSS 180 mg/l 34 mg/l <br />
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