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ARCHIVED REPORTS_XR0004120
Environmental Health - Public
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ARCHIVED REPORTS_XR0004120
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Last modified
2/12/2020 3:51:53 PM
Creation date
2/12/2020 9:00:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004120
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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' 21 June 2002 <br /> AGE-NC Project No 99-0624 <br />' Page 3 of 6 <br /> 3.0. RESULTS <br />' The <br /> CPT lithologic data interpretation was Integrated with previous subsurface soil descriptions to <br />' refine the subsurface geologic model,the hydrocarbon impact to ground water and soil were assessed <br /> by laboratory analysis of the grab ground water and soil samples, as presented below <br />' 31 STRATIGRAPHY <br />' Based on the computer-interpreted data acquired from the CPT soil borings and soil composition <br /> data acquired in previous borings(Figure 2),cross sections A-A' and B-B' were constructed,which <br /> depict general hthology beneath the site (Figures 3 and 4) The site stratigraphy suggests an overall <br />' coarsening upwards sequence Below 85 feet below surface grade(bsg)to total depth(100 feet bsg), <br /> the sediments are dominantly stiff fine-grained sediments,with several thin,discontinuous clay and <br /> silt Iayers In the zone from 20 feet to approximately 85 feet bsg,the cross sections generally depict <br />' thin, laterally continuous, mostly cemented sand layers, ranging in thickness from approximately 1 <br /> foot to approximately 5 feet, intercalated with fine-grained sediments, the frequency of occurrence <br /> of the sand layers appeared to increase upwards as well as towards the south and east The upper 20 <br />' feet of soil generally consist of alternating silty to gravelly sand layers which fines upward to silts <br /> in the upper 7 feet <br />' Copies of the computer-generated CPT boring logs are included in Appendix A <br />' 3 2 HYDROGEOLOGIC MODEL <br /> Based on the CPT results and comparison with soil descriptions from borings previously advanced <br /> I on the site, AGE has developed a preliminary subsurface model of the site soil stratigraphy <br /> comprised of eight informal zones - a vadose (unsaturated) zone and seven hydrologic units <br /> I Hydrologic units may be defined as significant vertical intervals of soil having significant lateral <br /> extent and having similar hydrologic characteristics(I e hydraulic conductivity,transmissivity,etc ) <br /> over Its vertical and horizontal extent A `flow unit' may be defined as a hydrologic unit <br /> characterized by significantly greater hydraulic conductivity values than the overlying and underlying <br /> units A flow unit Is capable of serving as a preferred migration route, and could potentially allow <br /> migration of large contaminant masses over great distances <br />' The model presented is interpretational and will be modified as more data is collected The eight <br /> vertical zones identified are as follows(depths are approximate and can vary by several feet across <br /> Ithe site) <br /> Advanced GeoEnvi ron mental,Inc <br />
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