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3500 - Local Oversight Program
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PR0545691
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Last modified
5/27/2020 11:56:42 AM
Creation date
5/27/2020 11:54:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545691
PE
3528
FACILITY_ID
FA0004068
FACILITY_NAME
GBM Manufacturing Inc.
STREET_NUMBER
1145
Direction
S
STREET_NAME
SIERRA NEVADA
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15135027
CURRENT_STATUS
02
SITE_LOCATION
1145 S SIERRA NEVADA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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04 February 2004 <br /> AGE-NC Project No. 04-1128 <br /> Page 2 of 7 <br /> Geology, 1977).Rocks composing the basement complex of the Province have not been completely <br /> defined but are believed to be metamorphic and igneous in origin. <br /> The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin(Basin 5-22). The estimated depth to ground water at the site is approximately 30 feet <br /> below surface grade (bsg) based on information from Lines of Equal Depth of Water Wells Fall <br /> 1999,published by the San Joaquin County Flood Control District and Water Conservation District- <br /> FCD&WCD. Based on the map titled Lines of Equal Elevation of Groundwater Spring 1999 also <br /> published by the San Joaquin County FCD&WCD, the site is in an area where ground water flow <br /> direction appears to be south-southeast. The closest surface water is Mormon Slough, located <br /> approximately 200 feet north of the property. Mormon Slough is intermittently dry, as most water <br /> is diverted to the north via the Stockton Diverting Channel <br /> 2.2. UNDERGROUND STORAGE TANK REMOVAL <br /> On 11 February 2003, one 12,000-gallon diesel UST,piping and dispenser was removed from the <br /> site. The UST was removed by Tank Specialists of California under permit from the SJCEHD. <br /> A total of twelve soil samples were collected from the site. Three soil samples were collected from <br /> the floor of the excavation (T1-W, TI-C and T1-E); one soil sample was collected beneath the <br /> dispenser island(D-1); and eight soil samples were collected from the excavated soil(SP-1 through <br /> SP-8). The samples were analyzed at a laboratory for total petroleum hydrocarbons quantified as <br /> diesel(TPH-d)according to EPA Method 8015 Modified and volatile aromatics(benzene,toluene, <br /> ethyl benzene and xylenes:BTEX and methyl tertiary butyl ether:MTBE)using EPA Method 8021. <br /> TPH-d and total xylene was reported in sample D-1 (dispenser island) at 6,100 milligrams per <br /> kilogram (mg/kg) and 0.008 mg/kg, respectively. No TPH-g, BTEX or MTBE were detected in <br /> samples collected beneath the UST or in the composited stockpile soil samples. Copies of the <br /> analytical results are included in Appendix A. <br /> It is our understanding that no additional authorized investigation has been performed at the site <br /> since the removal of the UST and sampling of the excavation. <br /> 3.0. SCOPE OF WORK <br /> AGE proposes to collect soil samples to determine if petroleum hydrocarbon-impacted soil and/or <br /> ground water is present beneath the site. The preliminary site assessment will include the following <br /> tasks: <br /> Advanced GeoEnviron mental,Inc. <br />
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