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3500 - Local Oversight Program
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PR0544644
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Last modified
7/10/2019 11:53:58 PM
Creation date
7/10/2019 4:42:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544644
PE
3529
FACILITY_ID
FA0005287
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
02
SITE_LOCATION
15135 W EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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1 <br /> ' Repan-Soil and Groundwater Investigation <br /> Herman&Helen's Marina <br /> September 30, 1996 <br /> Page-2 <br /> - <br /> staining and odors were noted in the soil beneath the former locations of the USTs. Groundwater was <br /> ' not encountered during the UST removal. Six (6) soil samples were collected by Condor from the UST <br /> excavation at depths of 9 to 12 feet below the ground surface (bgs). The samples were analyzed for <br /> TPH-G (gasoline), BTEX, TEPH (diesel), EDB (ethylene dibromide), and total lead. Laboratory <br /> analyses indicated elevated concentrations of TPH-G, TEPH, and BTEX constituents in the soil <br /> ' samples. For additional information, refer to Tank Pull Testing Results, prepared by Condor, dated <br /> November 18, 1991. <br /> ' At the direction of the PHS/EHD, Condor prepared a work plan to investigate the gasoline and <br /> ' diesel contamination associated with the former UST's (Soil and Groundwater Investigation Work Plan, <br /> dated May 30, 1995). The work plan was approved by the PHS/EHD and the Reclamation District <br /> #2029. <br /> On August 22, 1995, three (3) hydropunch boreholes (HP-1, HP-2, and HP-3) were drilled at <br /> ' the site (Figure 2, Appendix A). Ronald Rowe of the PHS/EHD was on site periodically to observe the <br /> fieldwork. Gilbert Cosio of Murray, Burns, and Kienlen Engineering was on site to observe the <br /> ' drilling activities as a Reclamation District representative. Two (2) of the hydropunch boreholes (HP- <br /> 1 and HP-2) were located on the levee and were drilled to depths of approximately 16 and 11 feet <br /> ' below the top of the levee (btl), respectively. The third hydropunch borehole (HP-3) was located <br /> below the levee and was drilled to a depth of approximately 6 feet below the ground surface (bgs). <br /> Soil samples were collected at five (5) foot intervals. Groundwater samples were collected using a <br /> Hydropunch II groundwater sampler. Gasoline odors were noted in each borehole. Laboratory <br /> ' analyses indicated concentrations of TPH-G and BTEX in the soil and groundwater samples <br /> analyzed from each borehole (see Tables 1 and 2, below). <br /> LaCONDOR <br />
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