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ARCHIVED REPORTS_XR0010161
Environmental Health - Public
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ARCHIVED REPORTS_XR0010161
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Last modified
5/18/2020 4:05:20 PM
Creation date
5/18/2020 3:27:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010161
RECORD_ID
PR0545689
PE
3528
FACILITY_ID
FA0005164
FACILITY_NAME
FISCO WAREHOUSE
STREET_NUMBER
1648
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
00000
CURRENT_STATUS
02
SITE_LOCATION
1648 SHAW RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> 06 June 2000 <br /> . AGE-NC Project No 97-0343 <br /> Page 6 of 7 <br /> identified within 2000 feet of the subject site, the nearest, located approximately 900 feet west of the <br /> site The nearest domestic well down-gradient from the site is approximately 1,250 feet south of the <br /> site Six sites with ground water monitoring wells were identified within 2000 feet of the site <br /> One site is the former Canteen Corporation site at 1500 Shaw Road, Stockton, California <br /> On 07 and 08 June 1999, ground water monitoring activities were conducted at the former Canteen <br />' Corporation site The depth to ground water at the site ranged from 39 10 to 42 72 feet below the <br /> tops of the well casings (btoc) Ground water elevation at the site ranged from 14 85 to 16 51 feet <br /> below mean sea level (MSL) Based on ground water elevation data,the ground water flow direction <br />' is inferred to be toward the south-southwest to south The ground water gradient for June 1999 was <br /> calculated to be 0 0013 <br /> A summary of well information is included on Table 4 <br />' 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the site, AGE finds <br />'0 <br /> la and clayey silt was the dominant soil type encountered at the site Sand intervals were <br /> • <br /> Clay Y Y YP <br />' locally encountered at depths of 20 feet and from 30 to 35 feet <br /> • Impacted soil was encountered in borings MW 1, MW2 and MW3 <br />' Low concentrations of hydrocarbons were detected in soil samples collected in the saturated <br /> zone from borings MW3 and B6, but were not detected in the vadose zone samples from the <br /> two borings Borings MW3 and B6 appear to be near the lateral extent of impacted soil <br />' toward the west and north, respectively During a previous investigation (Preliminary Site <br /> Investigation Report, Former FISCO WAREHOUSE (Howard Lenz Property), 1648 Shaw <br /> Road, Stockton, California, dated 30 December 1997) petroleum hydrocarbons were not <br />' detected in bonngs B2 and B4 NW3, BJC, R�2 and indicate the lateral extent of <br /> hydrocarbons in the vadose zone toward the south and east +t-J 't W <br />' The vertical extent of impacted soil is limited to approximately 40 feet bsg in boring MW1, <br /> 60 feet in boring B 1 and 50 feet in boring MW3 <br /> • Ground water flow at the site was determined to be toward the south, consistent with data <br />' collected at the Canteen Corp Site, located approximately 700 feet south of the site <br /> • Petroleum hydrocarbons were detected in the ground water samples collected from each <br />' monitoring well at concentrations as high as 44,000 ppb (MW2) Diesel-range compounds <br /> were detected in each well,however, the detected hydrocarbon appear to be the longer-chain <br /> . gasoline compounds which were reported in the diesel range <br /> Advanced GeoEnvironmentaI,Inc <br />
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