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COMPLIANCE INFO 1992 - 2009
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0501104
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COMPLIANCE INFO 1992 - 2009
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Last modified
1/10/2024 2:03:48 PM
Creation date
11/5/2018 10:27:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1992 - 2009
RECORD_ID
PR0501104
PE
2381
FACILITY_ID
FA0009977
FACILITY_NAME
MANTECA WELLS WATER CORP-PRIMARY
STREET_NUMBER
220
Direction
W
STREET_NAME
OAK
STREET_TYPE
ST
City
MANTECA
Zip
95337-5602
APN
21939011
CURRENT_STATUS
02
SITE_LOCATION
220 W OAK ST
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\OAK\220\PR0501104\COMPLIANCE INFO 1992 - 2009.PDF
QuestysFileName
COMPLIANCE INFO 1992 - 2009
QuestysRecordDate
11/3/2017 11:42:57 PM
QuestysRecordID
3718195
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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• Serving the World's • Telephone <br /> Environmental Needs (510)9332250 <br /> 355 Lennon Lane <br /> Walnut Creek,Cahfornia 94598 <br /> JNM James M. Montgomery <br /> Consulting Engineers, Inc. <br /> October 14, 1991 <br /> City of Manteca <br /> 1001 West Center Street <br /> Manteca, CA 95336 <br /> Attention: James Podesta <br /> Subject: Discharge of water from abandoned fuel tank to City of Manteca. <br /> On August 29, 1991 Dave Mueller, Deputy Directory of Public Works, Utility Services of the <br /> City of Manteca requested permission to discharge about 8,500 gallons of water from an <br /> abandoned fuel storage tank. The total extractable hydrocarbon concentration is 19 mg/l as <br /> measured on July 2, 1990. Diesel fuel was stored in the tank for two years before it was <br /> abandoned. Gasoline was stored in the tank prior to storage of the diesel fuel. <br /> The discharge of the water from the abandoned fuel storage tank to the sewer is acceptable as <br /> it should not present a problem at the treatment plant. The hydrocarbon concentration is within <br /> the City of Manteca industrial waste ordinance limits of 50 mg/l. Two conditions should be <br /> applied to the discharge, any free or floating oil, if present, should be removed from the tank <br /> prior to the start of the discharge, and the rate of discharge from the tank should not exceed 20 <br /> gpm. The rate limit should be imposed to avoid any possible downstream sewer capacity <br /> limitations. <br /> The charge for review of this waste discharge request is as follows. <br /> 1 hour, supervising engineer @ $92/hour $92.00 <br /> Total $92.00 <br /> Very truly yo <br /> K� urs,� <br /> Keith Conarroe <br />
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