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ARCHIVED REPORTS_XR0005157
Environmental Health - Public
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PR0535112
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ARCHIVED REPORTS_XR0005157
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Last modified
9/23/2020 11:38:11 PM
Creation date
3/17/2020 3:04:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005157
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr Russell F Chapin, Sr <br /> May 15, 1995 <br /> Page 3 <br /> • Not listed, but important as a separate task, are final design of the recommended system <br /> for mitigating contamination at the site, to include permitting as necessary We have also <br /> included estimated costs for quarterly monitoring of four groundwater monitoring wells, <br /> estimated costs for verification sampling at the close of the remediation process, <br /> estimated fuel costs during operation of the unit, and reporting costs <br /> PROPOSED INVESTIGATION <br /> Air Sparging Well <br /> i <br /> The request for proposal called for construction of a 40-ft deep, 2-in air sparging well <br /> near the northeast corner of the site, the well will have a 5-ft slotted interval from 35 to 40 ft <br /> Soil samples will be collected at maximum 5-ft intervals and at lithologic contacts in the boring <br /> using a California-modified split-spoon sampler fitted with clean brass sleeves Soil samples <br /> designated for possible laboratory analysis will be sealed and placed in iced storage A <br /> photoionizing organic vapor meter (OVM) will be used during sampling to detect potential <br /> hydrocarbon concentrations in the soil samples Two soil samples from the boring will be <br /> analyzed for TPHg using EPA Method 8015 (modified) and for BTEX using EPA Method 8020 <br /> Based on our understanding of the site, we recommend a significantly different system <br /> than that recommended, in that we propose to install two additional vapor extraction wells, one <br /> of which would replace the proposed air sparging well (originally proposed for the northeast <br /> corner of the site) and the other of which would be located near the northwest corner of the site <br /> We would also attempt to make use of the wells near the southwest and southeast corners of the <br /> northerly parking area as vapor extraction wells and to make use of the existing air sparging well <br /> as the only sparging point at present It is our opinion that the design as previously presented <br /> would lead to additional migration of contaminants by forcing contaminants offsite to the east <br /> when air sparging is initiated at the proposed locations <br /> All vapor extraction wells will be constructed using flush-jointed, 4-in inner diameter, <br /> Schedule 40 polyvinyl chloride (PVC) casing set to depths of 25 to 30 ft No chemical cements, <br /> glues, or solvents will be used in well construction The base of each well will be fitted with a <br /> threaded PVC plug The screened portion of the well will consist of factory-perforated casing <br /> with 0 060-in-wide slots The well screen will be set through the augers and will extend from the <br /> total depth of the bonng to approximately 5 ft below the ground surface <br /> 4058-P2 <br /> LUSH GEOSCIENCES <br />
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