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2900 - Site Mitigation Program
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PR0527084
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Last modified
5/27/2021 12:42:30 PM
Creation date
5/27/2021 12:37:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0527084
PE
2950
FACILITY_ID
FA0018362
FACILITY_NAME
STARK RANCH/OAKMOORE GOLF COURSE
STREET_NUMBER
3737
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13202005/06/10
CURRENT_STATUS
01
SITE_LOCATION
3737 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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-Ire) D-ol-Lfo( <br />Stockton 15 May 2007 <br />WORK PLAN <br />Objective <br />The objective of this work plan is to describe the proposed activities, which are intended to <br />characterize the subsurface conditions at the project site. <br />Proposed Subsurface Exploration Plan and Associated Activities <br />General: We plan to drill and log eleven borings at the proposed locations shown approximately <br />on the attached conceptual Plan. Six of the borings will be converted into groundwater <br />monitoring wells. The borings will extend to maximum depth of 50 feet and the monitoring wells <br />will extend to maximum depth of 25 feet. <br />Drilling and Sampling: <br />1. Equipment: <br />Taber Exploration will use a CME 55 rig mounted on a truck. The rig is <br />approximately 8' wide by 15' long. <br />A support truck approximately 8' wide by 15' long will be on site to carry water <br />tank and materials (such as cement bag, sand, bentonite chips, etc.). <br />Terrasearch will also bring a pickup truck. We will drill and sample as follows: <br />Procedure: <br />t A <br />Drill through the soils <br /> <br /> method and take Modified with 6-inch hollow <br /> p <br />stem <br />15 drilling <br />California (MC) and standard penetration test (SPT) samples of the soil materials <br />encountered. Take samples in the upper 1 to 5 feet at each boring location. <br />Samples will be collected every 5 feet below depth of 5 feet. <br />After determining the depth to the water bearing layer in the field, we will install a <br />well to monitor groundwater elevation. The monitoring wells will extend to <br />maximum depth of 25 feet. Then, we install a maximum 25-foot long slotted PVC <br />pipe in each monitoring well. Annular space around the slotted section of the pipe <br />will be filled with sand or gravel. An approximately 2 foot seal will be <br />constructed above the sand/gravel pack using soil cuttings. This operation will be <br />conducted under the observation of the SJEHD inspector. <br />5- cr)
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