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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0523785
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Last modified
5/28/2019 5:02:08 PM
Creation date
5/28/2019 4:55:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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c <br /> April 26, 1988 AGS Job No. 2005-P <br /> Delta Truck Sales, Stockton, California <br /> using a Mobil B-61 (or equivalent) drilling rig equipped with <br /> hollow-stem augers. <br /> Earth materials encountered will be logged using samples <br /> collected during drilling. Samples will be collected from the <br /> base of the excavation to total depth of the boring using <br /> continuous sampling equipment. Samples from each soil unit <br /> encountered will be analyzed by the same methods as samples from <br /> the excavation. <br /> We anticipate that ground water occurs at a depth of 40 to 50 <br /> feet below grade at this facility, based on our experience with <br /> nearby sites. The total depth of the boring will be <br /> approximately 10 feet below the static ground-water surface at <br /> the time of drilling. Should any consistent clay layer with a <br /> minimum thickness of five feet be encountered below the water <br /> table and above the proposed boring depth, the drilling will be <br /> terminated and finished as a monitoring well immediately above <br /> the clay. The well is to be constructed with 2-inch inner <br /> diameter polyvinyl chloride (PVC) casing. The casing will <br /> consist of factory-perforated casing with 0. 010-inch-wide slots <br /> from bottom of the well to a point approximately 5 feet above the <br /> 14 <br /> AppIleal GeOSystems <br />
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