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ARCHIVED REPORTS XR0000686
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PR0522496
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ARCHIVED REPORTS XR0000686
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Last modified
2/15/2019 7:29:01 PM
Creation date
2/15/2019 4:04:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000686
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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09 May 2002 <br /> AGE-NC Project No 96-0232 <br /> Page 10 of 18 <br /> 4 4 1 Ground Water Elevation and Gradient <br /> During the March 2002 monitoring event,depths to ground water in Flag City Chevron wells MW-1 <br /> through MW-13D were measured between 9 20 and 12 85 feet below the tops of the well casings, <br /> ground water elevations were calculated to be between 0 75 and 1 33 feet below mean sea level <br /> Ground water elevation at the site generally increased an average 4 33 feet between the December <br /> 2001 and the March 2002 ground water monitoring events The March 2002 ground water elevation <br /> data collected from the Flag City Chevron site and the adjacent Three B's Truck Plaza site is <br /> depicted in Figures 3, 4, 5 and 6 <br /> Ground water elevation data collected in the First Zone Aquifer(5 to 35 feet bsg)inferred an inward <br /> ground water flow towards an east-west-trending depression of the water table extending from the <br /> east side of Flag City Chevron through the domestic well at the Three B's Truck Plaza (Figure 3) <br /> Ground water gradients range from approximately 0 002 ft/ft around Flag City Chevron to 0 01 ft/ft <br /> around Three B's Truck Plaza <br /> Ground water flow direction in the Second Zone Aquifer(40 to 60 feet bsg) in the area of Flag City <br /> Chevron monitoring wells MW-6B, MW-8A, MW-9A, MW-10B, MW-11A, MW-12B and <br /> MW-13B was inferred to be bi-directional, from the east and the west towards a south-plunging <br /> depression of the water table in the area of MW-12C, at approximate gradients of 0 002 ft/ft <br /> (Figure 4) <br /> Ground water flow direction in the Secondary Aquifer Zone (85 to 105 feet bsg) in the area of Flag <br /> City Chevron monitoring wells MW-8B,MW-9B,MW-10D,MW-11 C,MW-12C and MW-13C was <br /> inferred to be radially inward toward a south-plunging depression of the water table in the area of <br /> MW-12C at an approximate gradient of 0 001 ft/ft or less (Figure 5) <br /> Ground water flow direction in the Primary Aquifer Zone (130 to 150 feet bsg) in the area of Flag <br /> City Chevron monitoring wells MW-8C,MW-9C and MW-1 OE was inferred to be toward the south- <br /> southwest at an approximate gradient of 0 002 ft/ft or less (Figure 6), ground water flow direction <br /> in the area of Flag City Chevron wells MW-11D, MW-12D and MW-13D was inferred to be bi- <br /> directional,from the north and the south towards an east-west-trending depression in the area of well <br /> MW-11D <br /> 4 4 2 Laboratory Results of Ground Water Samples <br /> During the March 2002 sampling event, TPH-g was not detected in any of the analyzed water <br /> samples, however, TPH-d was detected in samples collected from MW-8A, MW-9A, MW-9B, <br /> MW-10A,MW-10D,MW-10E,MW-11A,MW-12A,MW-12B,MW-12C,MW-13A and MW-13B <br /> Advanced GeoEnvironmental,Inc <br />
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