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3500 - Local Oversight Program
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PR0544222
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Last modified
3/5/2019 1:27:36 PM
Creation date
3/5/2019 11:46:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544222
PE
3528
FACILITY_ID
FA0005976
FACILITY_NAME
TIRE & WHEEL MASTERS
STREET_NUMBER
814
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16718101
CURRENT_STATUS
02
SITE_LOCATION
814 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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GeologicaITecknicslxc. Page 4 <br /> Additional Site Characterization Work Plan <br /> Project No.724.2 <br /> March 8,2005 <br /> Information on the use of CPT and associated sampling is included in Appendix B. (Note: the <br /> contractor data included in Appendix B is for informational purposes only and three bids will <br /> be obtained for the work as the USTCFP requires.) <br /> Prior to commencing work, soil boring/monitoring well permits will be secured and the San <br /> Joaquin County EHD will be notified at least 48 hours in advance. The subsurface.will be <br /> '-' cleared of underground utilities by notifying Underground Service Alert. <br /> The borings will be advanced by a CPT rig with an appropriate drilling license. The <br /> boreholes will be advanced to a maximum depth of 90 feet below the ground surface (bgs). <br /> The expected depth to groundwater in this area is 38 feet below grade, based on information <br /> from the November 2004 groundwater monitoring event. <br /> 3.2 Soil Sampling Procedure <br /> Soil sampling with direct push rods requires the use of retractable sleeve tools. When the <br /> sampler reaches the target depth, the rods are retracted to expose the cavity in the tip of the <br /> sampler. The sampler is then locked in this open position and the rods driven downward to <br /> allow soil to enter the device. The rods are then removed for sample retrieval. More <br /> information on the process is included in Appendix B. <br /> 3.3 Soil Sample Analyses <br /> The following discussion summarizes the sample testing proposed for this phase of work. <br /> 1. At a minimum, the capillary fringe soil sample will be tested from each of the boreholes. <br /> 2. If field evidence (odor or discolored soil smear on rods) suggests that significant <br /> contamination is present then additional soil samples will be analyzed, up to a maximum <br /> of three per borehole. <br /> 3. Soil samples will be tested for the following compounds: <br /> • Purgeable aromatic hydrocarbons (BTEX) by EPA method 8020 <br /> • Total petroleum hydrocarbons as gasoline by EPA method 8015M <br /> '� • Oxygenated fuel compounds (5) by EPA method 8260B <br /> The samples will be submitted to a state certified laboratory for analysis. The detection <br /> `+ limits for these compounds are listed below. A Chain of Custody will be completed for all <br /> samples collected and tracked to ensure sample integrity. <br /> V <br /> Re ortin Limits: BTEX TPH-G 40xygenates* TBA(ox enate) <br /> Soil ( /k ) 5-10 1,000 5 50 <br /> * MTBE, DIPE,ETBE, & TAME <br /> V <br /> M <br />
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