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ARCHIVED REPORTS XR0007624
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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EL DORADO
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308
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3500 - Local Oversight Program
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PR0544650
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ARCHIVED REPORTS XR0007624
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Entry Properties
Last modified
7/11/2019 5:44:36 PM
Creation date
7/11/2019 1:16:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007624
RECORD_ID
PR0544650
PE
3528
FACILITY_ID
FA0003520
FACILITY_NAME
DENS AUTO REPAIR INC
STREET_NUMBER
308
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
149063301
CURRENT_STATUS
02
SITE_LOCATION
308 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I()march 1998 0135 <br /> AGE NC ProjectHo 95- <br /> page 2 of 9 4 - <br /> acted soil andloT <br /> extent ground water - <br /> drocarbon-In�rp f F <br /> of by - <br /> g DEPTH urn County Mood <br /> STOPJCAL GROtND WA's San Joaquin so d„ ng the <br /> 23 � 1 'plater service and the rade (b , <br /> the Callfornia feet bsg during the <br /> the data collected by been as low 70 feetrbe a the s to at 35 <br /> Based upon d water has probably <br /> former USTs Ground water was encounte <br /> Cartrol, Braun <br /> operation of the form site <br /> initial investigation at the v <br /> 3.p. PgpCEDD�s <br /> f _ wnch boring _ <br /> G attempted hydra p ced in <br /> 3 1 SOIL BORfN B3) and one were advan ' <br /> robe borings{Bl throughpHS-EHD•probe borings of QO feet bsg <br /> On 23 Tune 1997 three soil p observation of th and sampled to ��was advanced and <br /> at the site,under the B1 was advanced the former <br /> were advanced former site <br /> Probe boring of 35 feet bsg Probe boring d east of <br /> the area of the form d sampled to a depth robe bonng was advanced resent in the <br /> B2 was advanced f undesignated p le Nc, water was phe sari probe <br /> Baring � of 25 feet bsg. An rob water saiY'P ocatrons of <br /> sampled to a depth to collect a g realer depth L ordand cement <br /> depth of 35 feet bsg vanced tog letely backfilled Nvrth p <br /> UST area to a p and the bonng was not ad <br /> bonng at 35 feet bsg bo 2 The soil boring Were comp robe soil <br /> collected using a GeoP <br /> borings axe Illustrated on-figure B3, soil was the ends <br /> Ings B1 through sleeves Aftei collection, les were <br /> cement of probe boring 125 X Finch brass s earth tape All same <br /> During advancement re-cleaned 1 ed and sealed <br /> sampling assembly,filled with,e” Teflon Sheets, caPP <br /> were covered th,time and date under Ice, <br /> Of the lead sleeve valth soil boring,dep a chilled container, ling <br /> labeled uniquely, were placed-in The same <br /> analysis under chain-of-custody ling run to <br /> reserved for laboratory Inc , ��II prior <br /> to each same <br /> Collected samPles p bell Analytical, th water p <br /> rted to lvlcCamP <br /> and transported in an A1Conox solution and rinsedwi <br /> equipment was washed, <br /> on <br /> enati <br /> avoid cross-contain t <br /> d screened <br /> ' O LOGGING of the sleeve an Thermo <br /> 1 <br /> 312. SOIL L the remalning portions <br /> l was extruded from tion detector (PID the sail <br /> anon sor ed with a photo-10nl�a s were recorded on <br /> After same oXgrc vapor meter equipp. lene�,and the reading <br /> t1 calibrated to IsobtiitY ,gi(vanced GcoEnv«anmtnt�l,Inc- <br /> ,c <br /> ental5$0A, 10 0 _V, <br /> Envlronm <br /> s, <br /> } <br />
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