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ARCHIVED REPORTS XR0011193
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011193
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Entry Properties
Last modified
3/5/2019 12:19:04 AM
Creation date
3/4/2019 4:40:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011193
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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I <br />' 12 January 2005 <br /> • AGE-NC Project No 97-0326 <br /> 1 Page 7 of 11 <br />' apparently moderate to high pore pressures in more clayey intervals and low pore pressures in stiffer <br /> fine-grained intervals <br />' Hydrogeologic Unit 4 (HU4) extends from between 95 and 100 feet to approximately 120 feet bsg <br /> and consists of approximately 10 feet of fine-grained sediment overlying approximately 10 feet of <br /> sand, the lower half of the sand interval is gravelly sand HU4 is characterized by very low to low <br />' pore pressure <br /> Hydrogeologic Unit 5 (HU5) extends from approximately 120 to approximately 135 feet bsg It is <br />' a predominantly fine-grained interval, silts, and a 2-foot thick sand lense in the western half of the <br /> survey area transitions to silty clay in the eastern half The lateral variation in soil types is reflected <br /> in the pore pressures, which tend to be dominantly low in the western half and moderate to high in <br />' the eastern half of the area <br /> Hydrogeologic Unit 6 (HU6) extends from approximately 135 feet to 150 feet bsg This interval <br />' consists dominantly of sand and gravelly sand and is characterized by very low to low pore pressure <br /> Hydrogeologic Unit 7 (HU7), 150 feet bsg, is a black clay recovered at total depth in wells MW-8 <br /> and MW-9 <br />' Copies of the boring logs from this investigation are included in Appendix B <br />' 3 3 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> Twenty-nine soil samples were submitted for laboratory analysis for the constituents listed in Section <br />' 2 14 The analytical results for each informal zone are listed below <br /> Vadose Zone TPH-g and BTEX compounds were detected in soil samples collected from borings <br />' MW-8 and MW-9, at a maximum concentration of 1,600 milligrams per kilogram(mg/kg)TPH-g, <br /> 0 12 mg/kg benzene, 0 29 mg/kg toluene, 17 mg/kg ethylbenzene and 85 mg/kg xylenes in sample <br /> MW9-30 MTBE was the only fuel additive detected in the analyzed sample, at a maximum <br />' concentration of 0 15 mg/kg (sample MW9-20) <br /> HU1 TPH-g was detected in soil samples collected from borings MW-8 and MW-9, at a maximum <br /> concentration of 3,000 mg/kg in samples MW9-35 and MW9-40 BTEX compounds were detected <br /> from borings MW-8 and MW-9 at maximum concentrations of 4 2 mg/kg benzene and 19 mg/kg <br /> toluene in sample MW9-35 and 37 mg/kg ethylbenzene and 176 mg/kg xylenes in sample MW9-40, <br />' only benzene at a concentration of 1 1 mg/kg was detected in boring MW-7(sample MW7-48) Fuel <br /> additives were not detected in HU1 <br />' Advanced GeoEnvironmental,Inc <br />
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