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ARCHIVED REPORTS_XR0007745
Environmental Health - Public
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0007745
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Last modified
10/8/2020 10:46:29 PM
Creation date
6/23/2020 11:22:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007745
RECORD_ID
PR0507153
PE
2950
FACILITY_ID
FA0007717
FACILITY_NAME
THRIFTY OIL #171
STREET_NUMBER
1250
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11731001
CURRENT_STATUS
02
SITE_LOCATION
1250 N WILSON WAY
QC Status
Approved
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EHD - Public
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Woodwar lCkyde Consuh 4at!ir <br /> June 8, 1988 J `- <br /> 88291I3 <br /> Mr. Michael Trujillo Z:NVIR0, S `�TP,C 1--ZA <br /> �r�ri f'i Ir-Cri'Ic s <br /> Thrifty Oil Co. <br /> 10000 Lakewood Boulevard <br /> Downey, CA 90240 <br /> Subject Proposal for Subsurface Assessment <br /> Service Station 171 <br /> Stockton, California <br /> Dear Mr. Trujillo- <br /> Woodward-Clyde Consultants is pleased to submit this proposal for a <br /> limited subsurface assessment of the Thrifty Oil Co. Service Station 171 <br /> located at 1250 N. Wilson Way in Stockton, California. This proposal is <br /> in response to your written request of May 23, 1188 and is subsequent to <br /> a previous investigation performed by Hydrotech Consultants . As we <br /> understand it, Thrifty Oil Co. is seeking the services of an <br /> environmental consultant to perform an additional assessment of the <br /> presence of petroleum hydrocarbon contamination in the soil and/or <br /> groundwater at the aforementioned station. <br /> To that end and in accordance with specifications in your request for <br /> proposal (RFP) , Woodward-Clyde will install three 4-inch diameter <br /> monitoring wells at the approximate locations shown in the RFP. Based <br /> on the Hydrotech report, which estimated groundwater to be situated <br /> 30 feet below grade, we assume all wells will be completed to a depth of <br /> 50 feet. The wells will be installed in accordance with Sections 2647 <br /> and 2648 of the California Underground Storage Tank Regulations and in <br /> compliance with local agency requirements and permits. Following <br /> completion, relative casing elevations will be surveyed to estimate the <br /> local groundwater gradient . <br /> Soil samples will be collected at 5-foot intervals to a depth of 40 feet <br /> or one interval below the point at which groundwater is encountered, <br /> which ever occurs first Once the depth to groundwater is established <br /> in the first boring, the intervals may be adjusted slightly in <br /> subsequent borings to ensure a sample is taken in close proximity to the <br /> air/water interface . Sampling will be in accordance with California <br /> Underground Storage Tank Regulations and handled per FPA Chain-of- <br /> Custody procedures. The site stratigraphy, as encountered in the <br /> borings , will be described in detail using the Unified Soil <br /> Classification System. Soil cuttings generated during drilling will be f <br /> �.ee <br />
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