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ARCHIVED REPORTS XR0006998
EnvironmentalHealth
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EIGHT MILE
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2900 - Site Mitigation Program
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PR0518132
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ARCHIVED REPORTS XR0006998
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Last modified
7/10/2019 3:19:11 PM
Creation date
7/10/2019 11:50:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006998
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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� • i <br /> SITE BACKGROUND <br /> On October 30, 1991, Warren E Gomes Excavating, line , of Rio Vista, California, excavated and removed three <br /> USI s ( f 1, TK2 and I K3) from the site The USTs contained gasoline and diesel fuel A Condor representative <br /> was on site during the UST removal to collect soil samples The field activities were observed by Carol Oz of the <br /> PHS/h11D A small hole was found on the lower fill end of i K3 (diesel tank) Petroleum staining and odors were <br /> noted in the soil beneath the former locations of the USTs Groundwater was not encountered dunng the US-1 <br /> removal Six soil samples were collected by Condor from the UST excavation at depths of 9 to 12 feet below the <br /> ground surface fhe samples were analyzed for I PI1-G (gasoline) HTEX, i EPH (diesel), FDB (ethylene <br /> dibromide), and total lead Laboratory analyses indicated elevated concentrations of TPH-G, TEPH, and BTEX <br /> constituents in the soil samples Nor additional information, refer to Yank Pull Testing Results, prepared by <br /> Condor, dated November 18, 1991 <br /> At the direction of the P11S/E11D, Condor prepared a work plan to investigate the gasoline and diesel <br /> contamination associated with the former USTs (Soil and Gioundwater Investigation Work Plan, dated May 30, <br /> I1995) The work plan was approved by the PIIS/1 111) and the Reclamation Distnct 112029 <br /> On August 22, 1995, three hydropunch boreholes (HP-1, HP-2, and HP-3) were dnlled at the site (see the figure <br /> attached to the back of Appendix 13 for borehole locations) Ronald Rowe of the PHS/1.111) was on site <br /> periodically to observe the fieldwork Gilbert Cosio of Murray, Burns, and Kienlen Engineering was on site to <br /> observe the drilling activities as a Reclamation District representative Two of the hydropunch boreholes (HP-I <br /> and 11P-2) were located on the levee and were drilled to depths of approximately 16 and 11 feet below the top of <br /> the levee(bt]), respectively The thud hydropunch borehole(HP-3) was located below the levee and was drilled to <br /> a depth of approximately 6 feet below ground surface (bgs) Soil samples were collected at five foot intervals <br /> Groundwater samples were collected using a Hydropunch II groundwater sampler Gasoline odors were noted in <br /> each borehole Laboratory analyses indicated concentrations of TPH-G and BTFX in the soil and groundwater <br /> samples analyzed from each borehole(see Tables B 1 and B 2, on the next page) <br /> fill <br /> W CONDOR <br />
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