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2900 - Site Mitigation Program
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PR0521767
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Last modified
12/10/2019 12:03:15 PM
Creation date
12/10/2019 11:26:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0521767
PE
2950
FACILITY_ID
FA0014783
FACILITY_NAME
WIZARD PROPERTIES LLC
STREET_NUMBER
1943
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14109037 ETC
CURRENT_STATUS
01
SITE_LOCATION
1943 E FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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08 July 2003 <br /> AGE-NC Project No. 03-1042 <br /> Page 2 of 3 <br /> DRILLING AND SAMPLE COLLECTION <br /> On 26 June 2003, five soil probe borings (B-1,B-2,B-5,B-6, and B-7)were advanced at the site as <br /> part of assessment activities. Proposed borings B-3 and B-4 were not completed based on field <br /> observations and time constraints. AGE chose the completed boring locations in order to collect a <br /> representative sample of the subject properties subsurface.The field work was conducted as outlined <br /> in the AGE-prepared,Phase 77 Site Assessment Work Plan, dated 16 June 2003. <br /> Soil probe borings B-1, B-2, B-5 B-6, and B-7 were advanced utilizing a truck-mounted Geoprobe <br /> 5400,equipped with 1.125-inch diameter probe rods with an attached 2.15-inch diameter soil sampler, <br /> using"direct push"technology.Th thre borings were advanced vertically to depths of 25 feet below <br /> surface grade (bsg) for collection of soilsamples. <br /> Soil samples were collected at 5-foot intervals beginning at 5 feet bsg to the total depth of each boring. <br /> Each sample was collected utilizing a 1.125-inch Geoprobe soil sampling assembly loaded with four <br /> six-inch brass sleeves. After collection,the ends of the second brass sleeve were covered with Teflon <br /> sheets, capped and sealed with tape. The sleeve was labeled with soil probe boring location, depth, <br /> time,date and sampler's initials and then placed in a chilled container.In addition to the above sample <br /> preperation, a soil sample from one of the three remaining sleeves was field-screened for the <br /> presence of volatile organic compounds using an photo ionization detector(PID). Following soil <br /> sample collection, all probe-boring locations were backfilled to surface grade with Portland cement. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to sample collection,Geoprobe soil sampling equipment was thoroughly rinsed with clean water <br /> after being washed with a solution of Alconox. Geoprobe rods were thoroughly cleaned prior to soil <br /> probe boring advancement. <br /> ANALYTICAL METHODS <br /> The collected soil samples were transported under chain-of-custody to Cal Tech Environmental <br /> Laboratories(CTEL),a California Department of Health Services-certified laboratory,for analysis for: <br /> • Total petroleum hydrocarbons (TPH-all) in accordance with EPA Method 8015M and <br /> • Volatile organic compounds,including benzene,toluene,ethylbenzene and xylenes(BTEX), <br /> and the fuel additives tertiary butanol (TBA), di-isopropyl ether (DIPE), ethyl tert-butyl <br /> ether (ETBE), tert-amyl methyl ether (TAME), methyl tertiary- butyl ether (MTBE), <br /> 1,2-dichloroethane (1,2-DCA) and 1,2-dibromoethane (EDB) in accordance with EPA <br /> Method 8260B. <br /> • Polychlorinated biphenyls (PCBs) in accordance with EPA Method 8082. <br /> Advanced GeoEmir•nmental,Inc. <br />
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