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ARCHIVED REPORTS_XR0002554
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542014
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ARCHIVED REPORTS_XR0002554
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Last modified
1/16/2020 6:27:20 PM
Creation date
1/16/2020 4:46:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002554
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' 29 September 2005 <br /> AGE-NC Project No 95-0167 <br /> Page 7 of 8 <br /> I No additional petroleum hydrocarbons were detected at or above laboratory reporting limits Cross <br /> sections depicting the estimated vertical distribution of dissolved petroleum hydrocarbon <br /> contamination are illustrated on Figures 7 through 10 The laboratory reports (CTEL Project Nos <br /> CT214-0412104, -0412118, -0412142, -0412169, -0412170, and -0501072), quality <br /> assurance/quality control(QA/QC)reports,and chain of custody forms are included in Appendix C <br /> Analytical results of the CPT grab ground water samples are summarized in Table 2 <br /> 34 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> Two soil samples were collected for laboratory analysis, one at the HU1/HU2 boundary(CPT7-60) <br /> and the other m HU6(CPT8-155) No petroleum hydrocarbons were detected at or above laboratory <br /> reporting limits The laboratory reports(CTEL Project Nos CT214-0412104 and-0412142),QA/QC <br /> reports, and chain of custody forms are included in Appendix C Analytical results of the CPT soil <br /> samples are summarized in Table 3 <br /> �f <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Generally, silt clay, clayey silt, siltycla , sandy silt, silty sand, and sand were encountered <br /> from 5 feet bsg to approximately 100 feet bsg A distinctive interval consisting primarily of <br /> sand, silty sand, sandy silt,and gravelly sand, as well as some silty clay,clayey silt, and silt, <br /> was identified at depths between approximately 100 feet and 140 feet bsg From 140 feet bsg <br />' to the total depths of borings clayey silt, silty clay, silt, cemented sand, sand, silty sand, _ <br /> sandy silt, and gravelly sand were identified The computer-generated CPT lrtholo; G T 8 as Al D <br /> were integrated with previous subsurface soil descriptions to revise a sub <br /> geologic/hydrogeologic model,the present model consists of seven informal zones,a 9 0, 0 8 ` 130' <br /> t (unsaturated) zone and six hydrogeologic units <br /> • Petroleum hydrocarbons were detected at three of the six CPT locations CPT-1 at the LjO"g <br />' gasoline UST area at the northwest corner of the site and CPT-5 and CPT-6 at the east `, t S7 <br /> southeastern end of the block The lateral extent of petroleum hydrocarbon contain 184', 1q0' <br /> is defined to the west by soil boring CPT-8, to the north by soil boring CPT-9, ancC f0.7 a! Nb 4 <br />' south st by CPT-7, the lateral extent appears undefined to the northeast, cast, sol J <br /> and south b 1 G 3', d 84' <br />' to+�� • The vertical extent of petroleum hydrocarbon-impacted ground water is undefined at the <br /> former gasoline UST location(CPT-1) and at the eastern end of the block on Aurora Street <br /> (CPT-5), however, it should be noted that CPT-5 was a shortened boring, encountering <br />' refusal at 115 feet bsg Based on the November 2001 CPT investigation,the vertical extent <br /> of petroleum hydrocarbon-impacted ground water also is undefined at the former diesel fuel <br /> ' Advanced GeoEnvironmental,Inc <br /> 1 <br />
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