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ARCHIVED REPORTS XR0011193
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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D
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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
Tags
EHD - Public
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' 12 January 2005 <br /> . AGE-NC Project No 97-0326 <br />' Page 5of11 <br />' 2 2 2 Collection and Analysis of Ground Water Samples <br /> Water samples were collected from each purged well using a pre-cleaned inertia pump after allowing <br />' the wells to achieve a minimum 80% recovery of the pre-purge water volume Each water sample <br /> was transferred into three 40-milliliter(ml)volatile organic analysis (VOA) vials containing 0 5 ml <br /> 18%hydrochloric acid as a sample preservative After collection,the samples were properly labeled, <br />' placed in a chilled container and transported under chain-of-custody to CTEL, a DHS-certified <br /> analytical laboratory, for analysis The samples were analyzed for <br /> • TPH-g in accordance with EPA Method 8015M, and <br />' 0 BTEX, MTBE, DIPE, ETBE, TAME, TBA, ethanol, methanol, 1,2-DCA and EDB in <br /> accordance with EPA Method 8260B <br /> 1 <br />' 3.0. FINDINGS <br /> The soil stratigraphy, ground water elevation, flow direction, and gradient were determined from <br /> field data, the contaminant impact to soil and ground water was quantified by the laboratory <br /> analytical data <br /> 31 STRATIGRAPHY <br />' Based on descriptions of soil samples collected from the soil borings, supplemented with soil <br /> composition data acquired from previous soil borings and cone penetrometer test (CPT) <br /> investigations, cross section A-A' was constructed depicting general lithology beneath the site <br />' (Figure 4) <br /> The sediments above 70 feet below surface grade (bsg) tend to be fine-grained soil With the <br /> exception of an approximately 3- to 5-foot gravel pad beneath the dispenser area, surface soil to a <br /> depth of approximately 10 feet bsg consists of a black, highly plastic clay Below 10 feet bsg, the <br /> sediments consist predominantly of alternating clayey silts, silty clays and clays, clay soil appears <br />' to increase eastward Laterally-discontinuous sand lenses of less than 60 feet in width were observed <br /> at depths of between 15 and 25 feet bsg and between 30 and 40 feet bsg beneath the site(Figure 4) <br />' Below 70 feet bsg is a cyclical sequence of laterally-continuous sand layers alternating with finer- <br /> grained sediments The laterally-continuous sand layers occur at an approximately 30-foot interval <br /> The uppermost sand, beginning at approximately 70 feet bsg, appears to be the most variable in <br /> terms of thickness,ranging from approximately 15 feet on-site to 5 feet off-site towards the east and <br /> • west The middle sand layer, at between 110 and 120 feet bsg, is approximately 12-foot thick west <br /> Advanced GeoEnvironmental,Inc <br /> 1 <br />
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