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WORK PLANS_FILE 1
Environmental Health - Public
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WORK PLANS_FILE 1
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Last modified
1/31/2020 10:21:36 AM
Creation date
1/31/2020 8:45:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545251
PE
3528
FACILITY_ID
FA0001877
FACILITY_NAME
AM PM HAMMER/I5 FOOD #83113
STREET_NUMBER
3250
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
08240009
CURRENT_STATUS
02
SITE_LOCATION
3250 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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Ms. Vicki McCartney Project No.: 880.040.1A.0110 <br /> May 23, 2003 <br /> Page 6 <br /> PROPOSED SCOPE OF WORK <br /> To further define the lateral and vertical extent of dissolved petroleum hydrocarbons and <br /> MtBE in groundwater, Shaw will advance four CPT borings to a maximum depth of <br /> 90 feet bgs. The borings will be advanced by a California-licensed well driller using a <br /> CPT rig that advances the boring equipment hydraulically without generating soil <br /> cuttings. Shaw's Field and Laboratory Procedures are included in Appendix G. <br /> Pre-Field Activities <br /> Shaw will obtain the necessary soil boring permits from the.SJCEHD and encroachment <br /> permit from the City of Stockton. The site-specific health and safety plan will be <br /> updated. Underground Services Alert (USA) will be notified at least 48 hours prior to <br /> initiating field work. A private subsurface utility locating service will be contracted to <br /> clear the boring locations. <br /> CPT Borings <br /> Shaw proposes to advance four CPT borings (CPT-1 through.CPT-4) at the locations <br /> shown on Figure 2. The maximum depth the borings will be advanced.will be 90 feet. Q, <br /> A Shaw geologist will monitor the field activities. CPT measurements of cone bearing <br /> sleeve friction and dynamic pore water pressure will be recorded at 5-cm intervals <br /> during penetration to provide a nearly continuous hydrogeologic log. Pore water <br /> pressure versus time measurements will be monitored to determine relative hydraulic <br /> conductivity (pore dissipation tests). ` <br /> Each of the proposed locations will be cleared of underground obstructions by a utility <br /> clearance subcontractor and by calling USA. Prior to positioning the direct-push <br /> equipment for CPT activities; each CPT location will be hand-augured to a depth of <br /> 5 feet as an additional precaution against hitting subsurface obstructions. <br /> Groundwater Sampling <br /> Following the CPT push, a Hydropunch° or equivalent system will be used to collect <br /> discrete groundwater samples from holes adjacent to the''CPT points (within five feet of <br /> j <br /> SHAW ENVIRONMENTAL,INC. <br /> N:\sacDP\2003\Prj\880\8800401 A.3ac.doc <br /> i <br />
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