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ARCHIVED REPORTS_XR0012190
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012190
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Last modified
7/22/2020 12:23:34 PM
Creation date
7/22/2020 11:28:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012190
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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sectional lines are shown on Figure 5 Soil stratigraphy beneath the site is shown on cross- <br /> sections A-A' and B-B' (Figures 6 and 7, respectively) <br /> 2.3 Local Hydrageology <br /> ' Groundwater beneath the site was first encountered during initial investigations at depths of <br /> approximately 45 feet Groundwater beneath the site was encountered at a depth of <br /> approximately 65 feet bgs during subsequent investigations performed by other consultants <br /> i ' from 1989 through 1994 Ground Zero encountered groundwater beneath the site at a depth <br /> of approximately 60 feet bgs during drilling of the vapor extraction test wells in October <br /> i 1995 The materials above the saturated zone are largely silty and clayey A silty sand zone <br /> generally exists from approximately 50 to 60 feet bgs The saturated zone has been <br /> characterized as sand and sandy silty gravel to a depth of approximately 78 feet <br /> The sediments logged in the investigations performed at the site to date are consistent with <br /> the recent alluvium and Pleistocene Victor Formation alluvial deposits which occur <br /> ' throughout the Stockton Area Regional gradients in the area are variable due to the various <br /> pumping influences The localized groundwater flow direction is generally to the east <br /> Surface water near the site includes Mormon Slough approximately 1/z mile south of the site <br /> I <br /> 2.4 Residual Hydrocarbons in Soil <br /> Analytical results of soil samples collected from the site indicate that residual petroleum <br /> hydrocarbons have been delineated and are limited to the northern portion of the property <br /> near the former gasoline tanks and pump island at depths ranging from 15 to 60 feet bgs <br /> north of the excavation, and approximately 25 to 60 feet to the south, and west of the <br /> excavation No residual gasoline hydrocarbons were detected in soil samples collected from <br /> borings to the east of the excavation It is estimated that approximately 2,670 cubic yards of <br /> soil have been impacted by gasoline hydrocarbons beneath the site and require remediation <br /> The estimated lateral extent of gasoline hydrocarbons in soil beneath the site is shown on <br /> Figure 8 <br /> 2.5 Toxicity, Persistence, and Potential for Contaminant Migration <br /> The toxicity of residual contaminants in soils at the site can be discussed in terms of <br /> occupational exposure limits established by National Institute for Occupational Safety and <br /> Health (NIOSH) A short term exposure limit (STEL) is designated by a 15-minute time- <br /> weighted average (TWA) exposure that should not be exceeded at any time during a <br /> workday Immediately dangerous to life or health concentrations (IDLHs) represent the <br /> maximum concentration from which, in the event of respirator failure, one could escape <br /> within 30 minutes without a respirator and without experiencing any escape-impairing or <br /> irreversible health effects Benzene has been classified by the American Conference of <br /> Governmental Industrial Hygienists (ACGIH) as an A2 carcinogen (suspected human <br /> carcinogen) A suspected human carcinogen is carcinogenic in experimental animals at dose <br /> ground76T0eklcap 8 <br /> Y <br />
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