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ARCHIVED REPORTS_XR0012739
Environmental Health - Public
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THORNTON
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0012739
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Last modified
6/12/2020 12:25:10 PM
Creation date
6/12/2020 12:02:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012739
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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4 ���� .Yh1STIfnBii <br /> IL <br /> V <br /> 2.6 Estimates of liquid quantity and composition leaked: <br /> No estimate of the quantity of fuel leaked can be determined <br /> rq from existing information. Based on analytical results, the <br /> soil contamination appears to be derived from gasoline fuel. <br /> k 2.7 Topography, geology, hydrology <br /> The project site is situated on level terrain at the <br /> ii southern end of the Sacramento Valley, part of the large <br /> northwest trending sedimentary trough termed the Central <br /> �..n Valley of California. The Sacramento Valley contains a <br /> + i thick sequence of sediments which reach a depth of 10 miles <br /> in some places. These sediments range in geologic age from <br /> Jurassic to Holocene and include both marine and continental <br /> deposits. Near surface deposits are derived from flood and <br /> overbank river deposits consisting of irregularly <br /> interbedded and discontinuous layers of fine to coarse <br /> grained unconsolidated sediments. <br /> The closest surface water to the site is the Mokelumne <br /> s � River, approximately one-half mile to the northeast. The <br /> i river in this location flows generally to the northwest and <br /> is subject to periodic flooding. The regional groundwater <br /> flow is generally towards the t•'okelumne River to the north. <br /> Groundwater beneath the site is expected to occur at a depth <br /> I:a of approximately 10 feet below grade and flow generally <br /> west, based on data obtained from a site located <br /> approximately 1/4 mile to the east. <br /> 2.8 Proximity of private, municipal and irrigation wells: <br /> A survey of all water wells within a one half mile radius of <br /> [Y the site was conducted based on information received from <br /> the California Department of Water Resources. The closest <br /> " wells to the site are domestic wells approximately 80 feet <br /> in depth, 800 feet north of the site. Numerous monitoring <br /> and industrial wells of variou•3 depths exist at several <br /> � h local canneries along the Southern Pacific Railroad tracks, <br /> § approximately 1000 feet east of the site. The approximate <br /> locations of known water wells are plotted on Figure 3. <br /> 2.9 Locations of nearby septic tanks and underground utilities: <br /> The location of the septic tank and leach line in the <br /> vicinity of underground tank and product line are plotted in <br /> Figure 2. No underground utilities have been located on- <br /> site. The location of the septic tank and leach line are <br /> approximate, based on verbal communication from Bruno Maury <br /> � of the Thornton Fire Department. <br /> 2.10 Distance to adjacent buildings and their utility laterals: <br /> t The nearest building and utility laterals around the product <br /> line and tank area are indicated on Fiqure 2. <br /> E <br /> T <br /> 2 <br />
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