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SITE INFORMATION AND CORRESPONDENCE FILE 2
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
11/19/2024 10:19:51 AM
Creation date
9/3/2019 1:19:55 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Nov • 24. 2008 4: 54PM Wright Environmental 832 5152 No -H21 P . 4 <br /> U . U <br /> I I <br /> 2.2 Additional Groundwater Monitoring Well Sampling <br /> Wright will schedule another round of groundwater monitoring well sampling for the existing <br /> wells as requested by EHD. The chemical data will be sent directly to EHD and a separate report <br /> for this monitoring event will not be prepared, only the raw data will be submitted. The wells <br /> will be sampled using the existing contractor well sampler. <br /> 2.3 Up-Gradient Source Review <br /> Wright has presented the groundwater information in quarterly monitoring reports where MW-6, <br /> positioned up gradient of the known underground tank site, has consistently shown low levels of <br /> TPHG. The mapped ground water flow direction has been consistently to the north from MW-6 <br /> and MW-7 toward the former underground pit and existing wells beyond. A geophysical survey <br /> in January 16, 2001 by Noreal Geophysical did not reveal any potential additional sources <br /> between MW-6 and"the known tank pit Since the EHD has desired additional information <br /> regarding support for an off-site source Wright proposes the following: <br /> • Wright will review historic information sources including aerial photographs for possible <br /> up-gradient sources across 11" Street (south) of the site. A summary discussion of the <br /> historic potential site sources will be prepared. <br /> • Wright will review the historic groundwater monitoring data from MW-6 and MW-7 to <br /> compare to the monitoring wells data downgradient of the former underground storage <br /> tank location and comment upon possible trends or differences. <br /> • A second GeoProbe boring will be advanced to sample groundwater at depths 12-16 feet <br /> (about the existing well screen interval), 20-24 feet and 26-30 feet to profile groundwater <br /> to ascertain if dissolved contaminants are flowing on site. Groundwater samples will be <br /> collected using the procedure discussed in Section 2.1 above. <br /> 3.0 Chemical Analysis <br /> Up to four groundwater HydroPunch samples, two soil samples and nine groundwater <br /> monitoring well samples will be analyzed at a certified analytical laboratory. Samples will be <br /> tested for'the following;Total Petroleum Hydrocarbons as Gasoline(TPHG)and Diesel (TPHD), <br /> and Volatile Organic Compounds (VOC), Benzene (B), Toluene (T), Ethylbenzene (E), Xylene <br /> (X) Methyl-tert-butyl-ether (MTBE), and fuel oxygenates tert-Amyl-Methyl-Ether, Ethyl-tert- <br /> Butyl-Etder, Di-Isopropyl Ether and tert-Butyl Alcohol, and 1,2-DiChloroethane and Ethylene <br /> Dibromide using EPA Methods 8015m,8260B. The laboratory will be instructed to analyze the <br /> samples on.a"normal" turnaround basis. <br /> - Page 3 of 4 <br />
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