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3500 - Local Oversight Program
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PR0545736
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Last modified
6/5/2020 2:19:59 PM
Creation date
6/5/2020 2:11:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545736
PE
3528
FACILITY_ID
FA0002562
FACILITY_NAME
Sutter Valley Hospitals dba Sutter Tracy Community Hospital
STREET_NUMBER
1420
Direction
N
STREET_NAME
TRACY
STREET_TYPE
Blvd
City
Tracy
Zip
95376
APN
233-081-01
CURRENT_STATUS
02
SITE_LOCATION
1420 N Tracy Blvd
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> 3 SOIL ASSESSMENT <br /> .r To assess the possible presence of petroleum hydrocarbons in the unsaturated soil and map <br /> the lateral and vertical extent of potential contamination, soil samples were collected from <br /> seven borings. The locations of the tank excavation and the soil borings are shown on Plate <br /> 3, Boring Location Map. <br /> 3.1 SOIL SAMPLES <br /> On December 1, 1988, B-1 through B-7 were drilled in the area of the tank excavation. B-1 <br /> through B-4 were placed approximately 2 to 4 feet from the north, south, east, and west <br /> edges of the previous tank excavation. B-5 through B-7 are approximately 13 feet <br /> northwest, 8 feet southwest, and 10 feet west, respectively, of the western edge of the tank <br /> excavation (Plate 3, Boring Location Map). <br /> During the sample collection, an experienced environmental geologist classified the <br /> `y subsurface soil and logged the boreholes. Descriptions of the soil encountered in each <br /> boring and identification of the sampling intervals are presented on the Logs of Borings, <br /> Plates 5 through 11 (Appendix B). A copy of the Unified Soil Classification System (used <br /> to identify soil) is included as Plate 4 (Appendix B). <br /> B-1 was advanced until free water was encountered at approximately 16 feet below the <br /> surface. This boring was sampled continuously to construct a boring log of the lithologies <br /> present in the vicinity of the tank excavation. After approximately 50 minutes, the static <br /> water level appeared to be at approximately 13 feet, 7 inches below the surface. Soil <br /> samples were collected and analyzed from this boring at 5.5, 10, and 15 foot depths. <br /> The soil encountered in the borings consisted of course sands to clays. The sands were <br /> generally slightly moist, nonplastic, and loosely compacted. The finer clays were generally <br /> L. moist, slightly plastic to plastic, and were firmly compacted. The lithology at the site is not <br /> homogeneous. Variations in lithologies are present at specific vertical depths. Boring logs <br /> LN with sample descriptions are given in Appendix B, Plates 5 through 11. <br /> r`. <br /> 150-88-2193 3 <br />
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