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SITE INFORMATION AND CORRESPONDENCE_1992
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PR0506824
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SITE INFORMATION AND CORRESPONDENCE_1992
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Last modified
4/7/2020 2:59:29 PM
Creation date
4/7/2020 2:38:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1992
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -4- <br /> DEFENSE DISTRIBUTION REGION WEST - SHARPE . <br /> WASTEWATER TREATMENT PLANT AND <br /> STORM WATER DISCHARGES <br /> SAN JOAQUIN COUNTY <br /> 3. Discharges of materials, other than storm water, that are not otherwise <br /> regulated by this Order to surface waters or other waters of the state <br /> are prohibited. <br /> B. Effluent Limitations: <br /> 1. Effluent shall not exceed the following limits: <br /> Monthly Weekly Monthly Daily <br /> Constituents Units Average Average Median Maximum <br /> BOD' mg/l 30' 45' - - 90' <br /> lbs/day2 95 143 - - 285 <br /> Total Suspended mg/l 303 45' - - 90' <br /> Solids lbs/day' 95 143 - - 285 <br /> Settleable Solids ml/l 0. 1 - - - - 0.5 <br /> Chlorine Residual mg/l - - - - - - 0.02 <br /> Total Coliform MPN/100 ml - - - - 23 500 <br /> Organisms <br /> Oil and Grease mg/l 10 - - - - 15 <br /> lbs/day2 32 - - - - 48 <br /> ' 5-day, 20•C biochemical oxygen demand (BOD) <br /> 2 Based upon a design treatment capacity of 0.38 mgd. At lower flows, <br /> the "discharge rate" shall not exceed allowable discharge rates <br /> based on actual flows. <br /> 3 To be ascertained by a 24-hour composite <br /> 2. The arithmetic mean of 20^C BOD (5-day) and total suspended solids in <br /> effluent samples collected over a monthly period shall not exceed 15 <br /> percent of the arithmetic mean of the values for influent samples <br /> collected at approximately the same times during the same period (85 <br /> percent removal ) . <br /> 3. The discharge shall not have a pH less than 6.5 nor greater than 8.5. <br /> 4. The average dry weather (May through October) discharge flow shall not • <br /> exceed 0.38 million gallons/day. <br />
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