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2900 - Site Mitigation Program
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PR0537485
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Last modified
7/27/2020 3:42:55 PM
Creation date
7/27/2020 2:46:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' 03 April 2002 <br /> AGE-NC Project No. 97-0333 <br /> ' Page 6 of 12 <br /> ' Prior to mobilization, each proposed monitoring well location will be clearly marked and a utility <br /> clearance obtained through Underground Service Alert. <br /> ' 3.2. MULTI-LEVEL WELL BORE-HOLE DRILLING AND SOIL SAMPLE COLLECTION <br /> AGE has reviewed the lithologic data and ground water analytical data derived from samples <br /> collected during the CPT investigation. Based on review of the CPT data, AGE believes that <br /> installation of multi-level monitoring wells could be effectively utilized to assess and monitor deeper <br /> ' petroleum hydrocarbon-impact. AGE proposes to install seven (7) multi-level ground water <br /> monitoring wells at the site as part of the site assessment activities. Well locations and screen <br /> intervals are proposed to provide definition of the vertical extent of dissolved petroleum-impact and <br /> to monitor vertical migration of the plume of petroleum-impacted ground water. Cuttings and <br /> rinseate generated during drilling will be containerized in properly labeled DOT-approved 55-gallon <br /> drums, and stored on-site in an area lacking public access. Disposal alternatives will be evaluated <br /> ' based on results of soil and water analysis. Proposed monitoring well locations are illustrated on <br /> Figure 2. <br /> ' Based on the substantial petroleum-impact encountered at wells MW-1,MW-2,MW-3,MW-4 and <br /> MW-6 and in the ground water samples collected from CPT soil borings P-7, P-B, P-9 and P-10, <br /> ' AGE proposes seven(7) multi-level ground water wells in the following locations: <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-7) located <br /> ' approximately 5 to 10 feet south of MW-6 and screen intervals at approximate depths of 50 <br /> -y and 55 feet bsg (A), 70 and 75 feet bsg(B),95 and 100 feet bsg(C), 130 and 135 feet bsg <br /> (D) and 170 to 175 feet bsg(E); <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-8) located i<u �J- <br /> approximately 90 to 110 feet southeast of MW-6 and screen intervals at depths between 15 'r —lob <br /> and 25 feet bsg(A), 50 and 55 feet bsg(B), 70 and 75 feet bsg(C), 95 and 100 feet bsg(D), ).30 &T <br /> 130 and 135 feet bsg (E) and 170 to 175 feet bsg(F); 176 It <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-9) located <br /> approximately 10 to 20 feet east of MW-4 and screen intervals at approximate depths of 50 <br /> /7 and 55 feet bsg (A), 70 and 75 feet bsg (B), 95 and 100 feet bsg (C), 130 and 135 feet bsg <br /> (D) and 170 to 175 feet bsg (E); <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-10) located <br /> approximately 110 to 130 feet northwest of MW-3 and screen intervals at depths between <br /> ' l5-and25..feet bsg (A), 50 and 55 feet bsg (B), 70 and 75 feet bsg (C), 95 and 100 feet bsg <br /> (D), 130 and 135 feet bsg(E) and 170 to 175 feet bsg(F); <br /> ' Advanced GmEnvironmental,Inc. <br />
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