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ARCHIVED REPORTS_XR0004136
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545342
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ARCHIVED REPORTS_XR0004136
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Last modified
2/12/2020 4:18:17 PM
Creation date
2/12/2020 9:09:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004136
RECORD_ID
PR0545342
PE
3528
FACILITY_ID
FA0000392
FACILITY_NAME
FLAMES LIQUOR
STREET_NUMBER
1301
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
03104030
CURRENT_STATUS
02
SITE_LOCATION
1301 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 10 February 2006 <br /> . AGE-NC Project No 02-0977 <br />' Page 2 of 12 <br />' 2.0. PROCEDURES <br /> In December 2005, one soil boring (135), four SVE wells (VW-1 through VW-4) and one ground <br />' water monitoring wells (MW-8) were installed at the site under San Joaquin County Environmental <br /> Health Department(SJCEHD)drilling permit(Appendix A) Fieldwork was performed in accordance <br /> with the AGE-prepared Revised Site Assessment Work Plan, dated 28 February 2005, and approved <br />' by the SJCEHD by letter dated 12 August 2005 (Appendix A) <br /> I21 MONITORING WELL INSTALLATION PROCEDURES <br /> On 09 and 13 December 2005,six soil borings(B5 through B9 and MW-8)were drilled at the site to <br />' maximum depths of 70 feet bsg The soil borings for B6,B7, B8 and B9 were completed as two-inch <br /> diameter SVE wells VW-2, VW-1, VW-3 and VW-4, respectively, the soil boring for MW-8 was <br /> completed as a two-inch diameter ground water monitoring well Drilling was performed by Cascade <br /> IDrilling, Inc utilizing either a CME-75 high torque, truck-mounted drill rig or a CME-75 <br /> limited-access drill rig (LAR), both equipped with 8-inch diameter hollow-stem augers All soil <br /> cuttings generated from drilling activities were containerized in properly labeled California <br />' • Department of Transportation(DOT)-approved model 17H 55-gallon drums and stored at the north <br /> section of the site, soil boring and well locations are depicted in Figure 2 <br /> I <br /> 2 1 1 Soil Sampling and Analysis <br />' Discrete soil samples were collected at 5-foot intervals(between 5 and 70 feet bsg) from borings B5 <br /> through B-9, soil samples were collected at 5-foot intervals(between 5 and 65 feet bsg) from boring <br />' MW-8 Soil samples were collected from B5 through B9 and MW-8 utilizing a California split-spoon <br /> sampler loaded with 2-inch by 6-inch brass sleeves,the sampler was driven by dropping a 140-pound <br /> weight from a height of 30 inches The number of blows 'required to drive each 6-inch length of the <br />' sampler (blow counts) was recorded on boring logs by an AGE geologist, boring logs are in j <br /> Appendix B j <br /> I <br />' Soil samples were preserved by covering both ends of the second brass sleeve with Teflon sheets,then <br /> capping and sealing the ends with tape Each preserved sample sleeve was labeled with soil boring <br /> designation, depth, time, date and sampler's initials <br /> IEach preserved soil sample was logged on a chain-of-custody form,placed in a chilled container and <br /> transported to Cal Tech Environmental Laboratories (CTEL), a California Department of Health <br /> Services (DHS)-certified laboratory, selected samples were analyzed for <br /> IAdvanced GeoEnvironmentsi,Inc <br /> I <br />
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