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ARCHIVED REPORTS XR0010263
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3500 - Local Oversight Program
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PR0544799
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ARCHIVED REPORTS XR0010263
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Last modified
11/19/2024 10:19:06 AM
Creation date
9/3/2019 3:35:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010263
RECORD_ID
PR0544799
PE
3528
FACILITY_ID
FA0003872
FACILITY_NAME
DISCOVERY CHEVROLET
STREET_NUMBER
1615
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23227019
CURRENT_STATUS
02
SITE_LOCATION
1615 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Former Discovery Chevrolet <br /> December 7, 1994 <br /> .J <br /> Development water was stored in properly labeled 55 gallon Department of <br /> Transportation (DOT) approved drums pending proper disposal. Well development <br /> field data sheets are presented in Appendix C. <br /> Well Monitoring and Sampling <br /> The monitoring wells were sampled by G-R on September 16, 1994. G-R well <br /> sampling. procedures. are presented_ in Appendix A. Mr. Michael Collins of <br /> SJCEHD was onsite to witness the sampling procedures. Monitoring data was <br /> recorded and the groundwater samples were transported to the laboratory for the <br /> requested analyses. Monitoring data is summarized on Table 2. Well sampling <br /> data sheets are presented in Appendix C. <br /> Wellhead Survey <br /> Following completion of the wells, the . well elevations and locations were <br /> surveyed by Virgil Chavez Land Surveying of Vallejo, California (license #PLS- <br /> 6323). Top of casing .and vault box elevations were measured relative to MSL. <br /> Virgil Chavez surveyed the top of casing point that had been marked during the <br /> previous sampling activities. A copy of the Surveyor's report is included in <br /> Appendix D. <br /> RESULTS <br /> Soil and Groundwater Conditions <br /> Based on subsurface work performed to date at the subject site, soil underlying <br /> the site is predominantly clay and silt to approximately 10 to 15 feet bgs. At <br /> approximately the soil/water interface a decrease in the clay content and an <br /> increase in the sand and silt begin with increasing sand to the total depth <br /> investigated (20 feet bgs). Soil from the surface to approximately 8 feet bgs in <br /> MW-1 contains gravel that appeared to be backfill indicating this boring location <br /> was partially in the former gasoline UST cavity. Groundwater ,was encountered <br /> in each boring from 10 to 10.5 feet bgs. <br /> Boring MW-1 and MW-2 exhibited field evidence of hydrocarbon impact from the <br /> soil surface to groundwater. A noticeable hydrocarbon odor and discoloration <br /> was present in the soil samples and drill cuttings from these borings. 'Readings <br /> taken in the field with the PID showed relatively high concentrations (714 to'1585 <br /> ppm) of hydrocarbons from these borings. Boring MW-3 showed no field , <br /> Report No, 8146701.1 4 <br /> GeoStrategies Inc. <br />
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