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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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LSauers
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EHD - Public
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' 03 April 2002 <br /> AGE-NC Project No. 97-0333 <br /> ' Page 7 of 12 <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-11) located <br /> approximately 80 to 100 feet north-northeast of MW-3 and screen intervals at depths <br /> between 1515 andfeet bsg(A), 50 and 55 feet bsg(B), 70 and 75 feet bsg(C), 95 and 100 <br /> feet bsg(D), 130 and 135 feet bsg(E) and 170 to 175 feet bsg(F); <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-12) located <br /> ' approximately 90 to 110 feet northeast of MW-4 and screen intervals at depths between L <br /> and 25 feet bsg(A),50 and 55 feet bsg(B), 70 and 75 feet bsg(C), 95 and 100 feet bsg(D), <br /> 130 and 135 feet bsg(E) and 170 to 175 feet bsg (F); and <br /> • One 2-inch diameter multi-level ground water monitoring well (MW-13) located <br /> approximately 50 to 70 feet south-southwest ofMW-1 and screen intervals at depths between <br /> 15 and 25 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 /> ' The pilot borings will be advanced to approximately 175 feet bsg utilizing a B-95 truck-mounted <br /> drill rig equipped with 8-inch diameter hollow-stem augers;however, total depths of borings may <br /> vary according to field conditions encountered during drilling. <br /> Soil samples will be collected from MW-7,MW-9 and MW-11 at five-foot intervals,beginning at <br /> a depth of 15 feet bsg. Soil samples will be continuously collected from MW-8, MW-10, MW-12 <br /> ' and MW-13 utilizing a five-foot macro core sampler and will be described and recorded on boring <br /> logs. The macro core sampler will be driven by dropping a 140-pound weight from a height of 30 <br /> inches. Selected soil samples will be submitted to a State of California Department of Health <br /> ' Services (DHS)-certified laboratory for analysis for the following constituents: <br /> ' • TPH-g by EPA Methods 5030/8015M; <br /> • BTEX and MTBE by EPA Method 8020; <br /> • Methanol, ethanol, ethylene dibromide (EDB), 1,2-dichloroethane (1,2-DCA), tertiary <br /> butanol (TBA), di-isopropyl ether(RIPE), ethyl tert butyl ether(ETBE), tetrachloroethene <br /> (PCE),trichloroethene(TCE), TAME and MTBE by EPA Method 8260 Modified. <br /> Laboratory reports for soil analysis, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> ' findings and recommendations. <br /> Advanced GeoEnvironmental,Inc. <br />
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