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ARCHIVED REPORTS_XR0008718
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537118
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ARCHIVED REPORTS_XR0008718
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Last modified
7/7/2020 9:49:43 AM
Creation date
7/7/2020 9:32:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008718
RECORD_ID
PR0537118
PE
2957
FACILITY_ID
FA0021303
FACILITY_NAME
WATERLOO FOOD & FUEL
STREET_NUMBER
3032
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
3032 WATERLOO RD
QC Status
Approved
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EHD - Public
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d w i <br /> 22 August 2005 <br /> AGE-NC Project No 99-0559 <br /> Page 4 of 7 <br /> da=Density of free product (diesel at—0 75 g/ml) <br /> dy= Density of water(-10 gm/ml) <br /> The ground water elevation was calculated between 26 34 feet(MW-7A)and 29 69 feet(MW-5A) <br /> below mean sea level (MSL), the ground water elevation increased an average of 0 3 feet since the <br /> March 2005 monitoring event except In well MW-7A,which decreased The top of the ground water <br /> table remained within the screened Interval of these wells At the time of the June 2005 monitoring <br /> event, ground water flow within the interval of HU 1 and HU2 wells was Inferred to be toward the <br /> southwest at the former UST area(Figure 3) at a gradient of 0 002 ft/ft <br /> HU3 and HU4 In the wells representing HU3 and HU4, the depth to ground water ranged from <br /> 54 03 to 55 08 feet btoc The ground water elevation was calculated at between 29 09 feet(MW-7B) <br /> and 29 76 feet(MW-513)below MSL,the ground water elevation from wells in this hydrogeologlc <br /> Interval Increased 0 23 feet since the last quarterly monitoring event Ground water was Inferred to <br /> be flowing southwest at a gradient of 0 002 ft/ft (Figure 4) <br /> HU5 Within the upper portion of HU5 (Upper HU5), screened between 125 and 135 feet bsg, <br /> ground water elevation ranged between 29 91 feet(MW-6C)and 30 06 feet(MW-5C)below MSL, <br /> . the ground water elevation Increased 0 16 feet since the last monitoring event Ground water at the <br /> former UST release was Inferred to be flowing toward the northwest at a gradient of 0 002 ft/ft <br /> (Figure 5) <br /> Within the lower portion of HU5 (Lower HU5), screened between 148 and 160 feet bsg, ground <br /> water elevation ranged between 30 30 feet (MW-7D) and 30 54 feet (MW-5D) below MSL, the <br /> ground water elevation Increased 0 23 feet since the last monitoring event Ground water was <br /> determined to be flowing toward the southeast at a hydraulic gradient of 0 002 ft/ft (Figure 6) <br /> HU6 In the wells representing HU6,the depth to ground water ranged between 56 11 and 57 22 feet <br /> btoc The ground water elevation was calculated between 31 51 feet (MW-5E) and 32 28 feet <br /> (MW-7E)below MSL, the ground water elevation from wells In this hydrogeologlc unit Increased <br /> 0 41 feet since the last quarterly monitoring event Ground water was Inferred to be flowing toward <br /> the northeast at a hydraulic gradient of 0 005 ft/ft (Figure 7) <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLE ANALYSIS <br /> Ground water samples were analyzed by CTEL for the chemical constituents referenced In <br /> Section 2 2 The following Is a summary of the analytical results <br /> HU1 and HU2 TPH-g was detected In wells MW-1 through MW-4 and wells MW-5A through <br /> Advanced GeoEnvironmenfal,Inc <br />
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