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ARCHIVED REPORTS XR0000703
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000703
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Entry Properties
Last modified
2/15/2019 10:02:47 PM
Creation date
2/15/2019 4:23:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000703
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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16'0'c tober 1`997' <br /> AGE-NC'Project No. 96-0232 ; <br /> Page 3 of 5 -. <br /> Unified Soil Classificatiori,System (USCS), and were monitoredfo'r the presence of organic.vapor <br />' .using an organic vapor meter equipped with a photo4onization detectoi(PID: Thermo'Enviroiimental <br /> :E <br /> ,580A; 10.0 eV; calibrated to isobutylene). Boring-logs are summarized in Appendix A. <br /> 2.6: EQUIPMENT DECONTAMINATION <br /> All hollow stem au ers-were steam cleaned-prior to'advancing each boring.'All sampling tools and <br /> g. <br /> kirass sleeves used for sample,collection were thoroughly rinsed with clean Water-.after washing with <br /> t' a solution of Alconox. All Geoprobe rods-were cleaned prior to advancement in each probing.' <br />'. 3:0. FINDINGS - - <br /> -SOIL PROFILE „ <br /> Soil encountered at the site'consisted primarily of silt, clayey silt,,fine'sandy,silt, and fine to coarse <br /> sand: The following lithology was`generally encountered beneath the site: A dark brown, damp, fine- <br /> sandy silt was encountered from surface grade.to.5 feet bsg. A'in led red=brown•to pale brown, <br /> damp, fine to medium satid was encountered,at depths between 5 and 15 feet bsg. Red-brown, moist . <br /> to saturated; clayey silt, fine sandy silt and silty sand intervals were'encountered at depths between <br /> 15 and�40 feet. A red-brown, saturated, fine to coarse sand was encountered at depths between 40 <br /> rand 52 feet bsg, while a brown,.dry silt was encountered at depths between 52 and 60 feet bsg. A ; <br /> brown, saturated,-silty fine-�sand was'encounteredbetween 60`and 65%feet, while fine to medium sand <br /> and silty fine sand were encountered at depths between b5 and 69 feet:,A brown; moist, clayey silt <br /> was encountered at-70 feei,bsg.,Boiing logs`ar'e included in Appendix A, General lithology beneath <br /> the site'in cross sectional view.is depicted on,Figure Nos 3. and 4'- Geological'Cross,Section A -A," <br /> and GeologicahD-oss Section B -B'. r <br /> TED SOIL, AND GROUND WATER' <br /> 12 FIELD�EVIDENCE,OF HYDROCARBON-IMPAC <br /> Petroleum hydrocarbon'odo'r•was not detected from any'sarnples collected from borings P-.1 through, <br /> - , <br /> P=S;-however, petroleum hydrocarbon vapor was detected from soil boring'P=1 at;concentrations as <br /> high as,45 parts per'millibn (ppin)', and'from P-2'.at concentrations up to 33 ppm: <br /> ' y' " Advanced GeoEnvironmenW,Inc. <br />
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