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3500 - Local Oversight Program
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PR0544566
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Last modified
6/14/2019 3:46:27 PM
Creation date
6/14/2019 2:57:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544566
PE
3528
FACILITY_ID
FA0006252
FACILITY_NAME
BOGGS STEEL FABRICATION INC
STREET_NUMBER
729
Direction
S
STREET_NAME
COMMERCE
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14713003
CURRENT_STATUS
02
SITE_LOCATION
729 S COMMERCE ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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PROPOSED INVESTIGATION AND WORKPLAN <br /> The previous investigation results indicate the soil at this site <br /> is contaminated with TPHG, BTEX, and TOG. John P. Cummings and <br /> Associates (JPCA) , therefore, proposes to characterize the vertical <br /> extent of the soil contamination. The proposed tasks of the <br /> investigation are listed below: <br /> 1) Prepare a site health and safety plan. <br /> 2.) Obtain well drilling permits and contact U S Alert to mark any <br /> possible underground utilities. Notify the San Joaquin County <br /> Environmental Health Division (SJCEHD) 48 hours prior to initiation <br /> of field work. <br /> 3) Advance three soil borings which will be converted into 2 inch <br /> diameter monitoring wells to an approximate depth of 55 ft or ten <br /> feet into the saturated zone whichever occurs first, using a truck <br /> mounted drill rig and 8-inch diameter hollow-stem augers near the <br /> former Tank Pit area, as shown in Figure 2. The distance between <br /> wells will be 50 feet or more. <br /> The borings will be converted into wells, if groundwater is <br /> encountered at or above 45 feet, the boring will be advanced 10 <br /> feet below the existing groundwater level. <br /> The screened portion of the well will be fifteen feet in length, <br /> from the bottom of the well to approximately five feet above the <br /> existing groundwater level. <br /> Sand pack will extend 18 feet from the bottom of the well. Then <br /> three feet of Bentonite pellets for a seal will be place above the <br /> sand pack, the remaining portion of the well will be cement grout <br /> to approximately 1 foot below grade. A traffic proof vault will be <br /> placed at the well-head and a locking cap, with lock, placed on the <br /> casing to secure the well. <br /> The borings which will be converted into wells will be identified <br /> as MW-1, MW-2 and MW-3. <br /> A typical well construction diagram is enclosed as Figure 3. <br /> 4) Collect soil samples at each 5 ft level interval or at <br /> significant changes in lithology commencing at a depth of fifteen <br /> feet, using a split spoon tube sampler loaded with pre-cleaned <br /> brass tubes. It is assumed that the upper 15 feet is disturbed soil <br /> that is known to be backfill and would not provide meaningful data. <br /> A maximum of 18 soil samples are anticipated to be collected. <br /> 5) Sampling equipment will be decontaminated using tri-sodium <br /> 4 <br />
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