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ARCHIVED REPORTS_XR0008857
Environmental Health - Public
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EHD Program Facility Records by Street Name
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V
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VAN BUREN
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424
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3500 - Local Oversight Program
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PR0545786
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ARCHIVED REPORTS_XR0008857
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Last modified
6/1/2020 2:31:47 PM
Creation date
6/1/2020 2:05:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008857
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br />' 29 January 1996 <br /> AGE-NC Project No 95-0143 <br /> Page. 2 of 6 <br />' well sampled during each monitoring event Free product has been consistently present in monitoring <br /> well MW-3 In 1994, a compressor-driven skimmer was installed to remove floating product from <br /> MW-3 <br />' On 17 and 18 July 1995, 16 soil probings were advanced on and around the site Soil samples were <br /> collected from 5 probings, water samples were collected from I I probings Details and results of the <br />' soil probing investigation were summarized in the Qum terly Report-June 1995 prepared by AGE <br />' A plume of contaminant-impacted ground water is present on the Crystal Cream and Butter Company <br /> site on the west side of Van Buren Street at 404 West Fremont Street The two plumes do not appear <br /> to have coalesced Several additional sites with possible impacted ground water are located up- <br /> gradient and cross-gradient of the site However, the plumes from these sites do not appear to have <br /> impacted the subject site <br /> 3.0. PROCEDURES <br /> 3 1 DRILLING AND SAMPLING <br /> On 26 September 1995, one monitoring well, N,[W-10, vias drilled and installed on the site Well MW- <br /> 10 was installed to a depth of 37 feet below surface grade (bs(,) On 16 to 17 November 1995, four <br /> additional monitoring wells were installed off-site near the property Wells h1W-14, MVV-15, MW-16 <br /> and MW-17 were advanced to depths of 36 feet bsg Auger returns from drilling were placed on <br /> plastic sheeting or in DOT drums and stored on-site pending laboratory analysis Boring locations are <br /> shown on Figure 2 <br /> All borings were drilled using a truck-mounted CME-55 drill ng The drill rig and two-man crew <br /> were supplied by Soils Exploration Services, Inc (SES) of Benicia, California During drilling <br /> operations, auger returns were monitored for the presence of organic vapors using a photo-ionization <br /> detector (PID Thermo Environmental 580A, 10 0 eV, calibrated to isobutylene) <br /> Soil samples were collected ahead of the drill bit using a split-tube sampler loaded with three pre- <br /> cleaned 2-inch by 6-inch brass sleeves The samples were collected at five-foot intervals, using a 140- <br /> pound hammer to advance the sampler 18 inches The number of blows required to advance the <br /> sampler in 6-inch increments was recorded on the boring logs Sampling equipment was washed in <br /> an Alconox solution and rinsed with water prior to each sampling run to avoid cross-contamination, <br /> augers were steam-cleaned between borings <br /> For each sample, both ends of the leading sleeve were covered with Teflon sheets, capped and sealed <br /> with tape The samples were stored on ice and transported under chain-of-custody to McCampbell <br />
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