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ARCHIVED REPORTS XR0007280
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0518132
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ARCHIVED REPORTS XR0007280
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Last modified
7/10/2019 6:52:42 PM
Creation date
7/10/2019 11:53:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007280
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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EHD - Public
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I . Monitoring and Extraction Well Installation Report <br /> HERMAN & HELEN'S MARINA <br />' 15135 Eight Mlle Road, Stockton, California <br />' 1.0. INTRODUCTION <br /> At the request of Mr Andrew Smith of Herman and Helen's Marina,Advanced GeoEnvironmental, <br />' Inc (AGE) has prepared this well installation report for the property located at 15135 Eight Mile <br /> Road, Stockton, California (site) The site and the surrounding,area are illustrated on Figure 1 <br />' Structures, boring and well locations are illustrated on Figure 2 Background information is <br /> summarized Appendix A Soil and ground water analytical data from the current and previous <br /> investigations can be found in Tables 1 through 5 <br /> I <br /> 2.0. PROCEDURES <br />' Six ground water monitoring wells (MW5 through MW10) and one extraction well (EW1) were - <br /> installed and developed in October 2002 Field work was performed in accordance with guidelines <br />' issued by the Central Valley Regional Water Quality Control Board (CVRWQCB) for the <br /> investigation of underground storage tanks (UST) sites <br /> lie 2 1 DRILLING AND SAMPLING <br />' On 07 through 09 October 2002, seven soil borings were advanced at the site The soil borings were <br /> advanced using a CME-75HT drill rig, utilizing 8 25-inch diameter hollow-stem augers to advance <br /> borings MW5 through MW10 and 15-inch diameter hollow-stem augers to advance boring EW 1 <br />' The drill rig and two-man crew were supplied by West Haz-Mat Drilling Corporation Auger returns <br /> generated by drilling were containerized in properly labeled DOT-approved model 17H 55-gallon <br />' drums and was stored on-site <br /> Soil samples were collected ahead of the drill bit using a California modified split-spoon sampler <br />' loaded with three pre-cleaned 2-inch by 6-inch brass sleeves The samples were collected from <br /> monitoring well pilot borings MW5 through MW8 and MW10 at five-foot intervals, beginning at <br /> 5 feet below surface grade (bsg), using a 140-pound hammer to advance the sampler The number <br />' of blows required to advance the sampler over each 6-inch increment of the 1$-inch sampling <br /> interval was recorded on the boring logs Sampling equipment was washed in an Alconox solution <br /> and rinsed with water prior to each sampling run to minimize cross-contamination <br />' For each sample,both ends of the second or other selected sleeve were covered with Teflon sheets, <br /> capped and sealed with tape The samples were labeled,stored on ice and transported under chain-of- <br /> custody to Cal Tech Laboratories(CTL),a State of California Department of Health Services(DHS)- <br /> certified analytical laboratory <br />' Advanced GeoEnvi ron mental,Inc <br /> I , <br />
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