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2900 - Site Mitigation Program
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PR0519189
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Entry Properties
Last modified
8/21/2019 2:09:56 PM
Creation date
8/21/2019 1:52:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0519189
PE
2950
FACILITY_ID
FA0014347
FACILITY_NAME
CURRENTLY VACANT
STREET_NUMBER
6425
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741031
CURRENT_STATUS
02
SITE_LOCATION
6425 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Sonic Drilling - Hydropunch <br /> Estimated Cost: Resonant Sonic $18,280.00,three working days <br /> A dual casing drilling system that employs the use of high frequency mechanical vibration to take <br /> continuous core samples or drives direct push rods. Water:samples are obtained using the sonic <br /> direct push-sampling probe. This sampling probe is similar to the hydropunch, where a screen is <br /> attached to the drive point and once the sample depth has been reached the probe rod is retracted <br /> exposing the screen allowing groundwater to infiltrate the sampler. <br /> I <br /> t <br /> Cone Penetrometer Testing Direct Push-Hydropunch <br /> Estimated Cost: Gregg Drilling & Testing, Inc. $7540.00,three working days: <br /> Using a 25 ton Cone Penetrometer Testing (CPT)rig the deadweight of the CPT rig is used to push <br /> the cone penetrometer using a hydraulic ram. Soil parameters such as cone bearing, sleeve friction <br /> ratio, friction ratio and pore water pressure are measured as the cone penetrometer is advanced. <br /> These measurements are sent uphole through the cone rods to the support rig's on-board data <br /> acquisition system. All data is processed in the field in real time. Once the zone of interest is <br /> penetrated, soil core and/or groundwater samples can be obtained using a hydropunch sampler. <br /> SELECTION <br /> Considering estimated costs and the additional information gathered, WEGE suggests the Cone <br /> Penetrometer Testing (CPT) method would be the best way to economically sample these zones. <br /> Gregg Drilling & Testing performed the CPT probes for the Lincoln Village "Dry Cleaner Plume" <br /> definition to a depth of 151.74 feet below ground surface. The CPT logs produced by our <br /> investigation can also be compared to the Lincoln Village study CPT logs to verify A and B zone <br /> intervals. <br /> 1 <br /> SB 2004 - UST FUND PREAPPROVAL <br /> Former Regal Station R603 is currently in the UST reimbursement fund. Once San Joaquin County <br /> Health has approved this workplan, costs to fulfill workplan will be submitted to the fund for pre- <br /> approval. No work will be initiated until pre-approval has been secured. <br /> ENCROACHMENT AND PERMITS <br /> A soil boring permit will be obtained from SJCPHS, EHD and this workplan approved prior to <br /> drilling and obtaining any soil and groundwater samples. Also. encroachment agreements and/or <br /> permits will=be obtained from the City of Stockton for borings performed in Douglas road and/or <br /> city right of way, see Figure 3. <br /> f <br /> I <br /> 5 R-603 extent WP 2-2001 <br /> 1 <br />
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