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SITE INFORMATION AND CORRESPONDENCE 2000-2018
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516806
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SITE INFORMATION AND CORRESPONDENCE 2000-2018
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Last modified
9/26/2019 8:48:15 AM
Creation date
9/26/2019 8:34:07 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
2000-2018
RECORD_ID
PR0516806
PE
2965
FACILITY_ID
FA0012817
FACILITY_NAME
WHITE SLOUGH WATER POLLUTION CONTRO
STREET_NUMBER
12751
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95241
APN
05513016
CURRENT_STATUS
01
SITE_LOCATION
12751 N THORNTON RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER N - - <br /> O 5 00 031 _12_ <br /> CITY OF LODI <br /> WHITE SLOUGH WATER POLLUTION CONTROL PLANT <br /> SAN JOAQUIN COUNTY <br /> 2. Interim total coliform organism and BOD wastewater effluent limits shall be in effect <br /> through 30 April 2004. The interim effluent limits are as follows: <br /> Monthly Weekly Daily <br /> Constituents Units Average Average Maximum <br /> Total Coliform MPN/100ml 23' 500 <br /> BOD2 mg/l 203 403 503 <br /> lbs/day 11684 23354 29194 <br /> ' Monthly median value <br /> 2 5-day, 20°C biochemical oxygen demand(BOD). <br /> 3 To be ascertained by 24-hour composite samples. <br /> 4 Based on an average dry weather flow capacity of 7.0 mgd <br /> 3. The effluent shall not exceed the following limits in accordance with the time schedule <br /> in Provision H.2: <br /> Daily Monthly Weekly Dail- <br /> Constituents Units Average Average Average Maximum <br /> BOD' mg/1 102 202 302 <br /> lbs/day 5843 11683 17513 <br /> Total Coliform MPN/100 ml 2.24 23 <br /> Organisms <br /> Turbidity' NTU 2 105 <br /> Cyanide, total µg/1 5.2 -10 <br /> lbs/day 0.33 0.583 <br /> Zinc, total gg/1 1016 <br /> lbs/day 5.9 3 <br /> Lead,total n/l 3.7 <br /> lbs/day 0.223 <br /> Lindane µg/1 ND7 <br /> ' 5-day,20°C biochemical oxygen demand(BOD) <br /> 2 To be ascertained by a flow proportional 24-hour composite sample. <br /> 3 Based on an average dry weather flow capacity of 7.0 mad. <br /> 4 As a 7-day median <br /> 5 Turbidity shall not exceed 5 NTU 5 %of the time or 10 NTU at any given time(monito-�-d <br /> continuously). <br /> 6 Based on a conversion factor of 0.986 from dissolved to total recoverable zinc. <br /> 7 ND(non-detectable). The Discharger shall use EPA standard analytical techniques tha-,have the <br /> lowest practical level for lindane with a minimum acceptable reporting level 0.02µg/1. Detectable <br />
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