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ARCHIVED REPORTS XR0010899
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ELKHORN
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1050
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2900 - Site Mitigation Program
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PR0505234
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ARCHIVED REPORTS XR0010899
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Entry Properties
Last modified
8/1/2019 3:15:35 PM
Creation date
8/1/2019 2:38:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010899
RECORD_ID
PR0505234
PE
2951
FACILITY_ID
FA0001103
FACILITY_NAME
Elkhorn Golf Club
STREET_NUMBER
1050
STREET_NAME
ELKHORN
STREET_TYPE
DR
City
STOCKTON
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
1050 ELKHORN DR
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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_ 06 December 2000 <br /> AGE-NC Project No, 95-0100 <br /> Page 3 of 6 <br /> i- Soil samples were collected at 5-foot intervals,beginning at a depth of 10 feet bsg to the total depth <br /> _1 of the soil borings. The soil borings were advanced at the site using a van-mounted Geoprobe 5400 <br /> probing unit equipped with 1.25-inch diameter probe rods with a 2.15-inch diameter soil sampling <br /> assembly, pre-loaded with four six-inch by 1.125-inch brass sleeves. After soil samples collection <br /> all soil sleeves were removed from the soil sampler and the ends of the second 6-inch brass soil <br /> sleeve were covered with Teflon sheets, capped and sealed with tape. The sample containers were <br /> G'? labeled with the sample identification(boring location, time and date). The sleeves were placed in <br /> a chilled container. <br /> 2.5. EQUIPMENT DECONTAMINATIONIBORING ABANDONMENT <br /> >= All sampling tools and brass sleeves used for sample collection were thoroughly rinsed with clean <br /> water after washing.with a solution of Alconox. All Geoprobe rods were cleaned prior to <br /> advancement of each probe boring. The soil borings were tremie backfilled with neat portland <br /> cement-. . <br /> !" <br /> == 2.6. SAMPLE ANALYSIS <br /> The soil samples were Iogged on a chain-of-custody form, stored in a chilled container and <br /> r transported under chain-of-custody to McCampbell Analytical Inc..(MAI), a California Department <br /> of Health Services (DHS)-certified laboratory. The soil samples and the grab water sample were <br /> -: analyzed in accordance with: <br /> • EPA Method 8015 Modified for total petroleum hydrocarbons quantified as gasoline <br /> (TPH-g) and <br /> • EPA Method 8020 for volatile aromatics(benzene,toluene, ethylbenzene and xylene(BTEX) <br /> and methyl-tertiary butyl ether (MTBE). <br /> !_rl 2.7. LOGGING <br /> Soil was extruded from a duplicate sample sleeve and screened for the presence of organic vapor <br /> using an organic vapor meter (OVM) equipped with a photo-ionization detector (PID: Thermo <br /> Environmental 580A, 10.0 eV, calibrated to isobutylene), and the readings were recorded on a soil <br /> boring log. The soil was then visually described in accordance with the Unified Soil Classification <br /> System (see Appendix B). <br /> I 'I <br /> Advancer!GeoEnvironmental,Inc. <br />
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