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CLEARW_ '�:W' TER <br /> G R O L P I \ C <br /> E n i r roe ut en tiff S,r in <br /> 2.0 SCOPE OF WORK <br /> 21 Purpose <br /> In accordance with the EHD letter dated August 20, 1998, this workplan proposes a subsurface <br /> investigation to fully delineate the lateral extent of petroleum hydrocarbons that may have been <br /> released from USTs formerly located at the site Three monitoring wells will be installed, and soil and <br /> groundwater samples will be chemically analyzed for fuel constituents Prior to implementation of this <br /> workplan, a Site-specific Health and Safety Plan will be prepared <br /> 2 2 Installation of Monitoring Wells <br /> Three soil borings will be drilled and converted to 2-inch-diameter monitoring wells in the locations <br /> shown on Figure 2 Prior to installing the monitoring wells, permits will be obtained from the San <br /> Joaquin County EHD by a California C-57 licensed driller Drilling will be conducted using a truck- <br /> mounted hollow-stem auger rig equipped with 8-inch-diameter augers Down-hole drilling and <br /> sampling equipment will be steam-cleaned prior to arriving onsite and between drilling at each boring <br /> location All drilling and sampling methods will be consistent with ASTM Method D-1452-80 and <br /> local, state, and federal regulations, as well as Clearwater's attached protocols <br /> Soil Sampling <br /> Discrete soil samples will be collected at five-foot intervals or at stratigraphic changes The soil <br /> • samples will be obtained by advancing a California-modified split spoon sampler lined with three 6- <br /> inch-long brass sampling tubes The sampler will be driven 18 inches past the lead auger by a dropping <br /> a 140-pound hammer from a height of approximately 30 inches The number of blows necessary to drive <br /> the sampler and the amount of soil recovered will be recorded on the boring log All soil sampling <br /> equipment will be decontaminated between samples to avoid cross-contamination <br /> Soil samples will be used for sedimentologic description (in accordance with the Unified Soil <br /> Classification System) and to screen the soil for organic vapors The field screening equipment used <br /> will be a photoionization detector (PID) Results of the field screening for organic vapors will be <br /> recorded on the field log <br /> Two samples from each boring (one from the capillary fringe and the sample indicated to be most <br /> highly contaminated during field screening) will be selected for laboratory analysis One sample tube <br /> from each selected interval will be sealed at both ends with Teflon sheets and plastic end caps The <br /> sample tubes will be labeled, documented on a chain-of-custody form, and placed in a cooler for <br /> transport to a state-certified analytical laboratory <br /> MonitorMg Well Construction <br /> Depth to groundwater has varied from 6 to 12 feet below top of casing during the course of the <br /> investigation The monitoring wells will be constructed with 15 feet of screen so that the screen extends <br /> from 4 to 19 feet bgs Wells will be constructed of 2-inch-diameter Schedule 40 PVC casing and 0 02- <br /> inch slotted screen A sand filter pack consisting of#2/12 sand will be placed in the well annulus from <br /> total depth to six-inches above the top of the screened interval A bentonite seal one foot thick will be <br /> placed over the filter pack (the seal will be made by hydrating bentonite pellets) The remainder of <br /> the well annulus will be filled with grout consisting of neat cement or cement/bentonite grout with no <br /> more than 3% bentonite Traffic-rated well boxes w.11 be mounted (flush to grade) over the monitoring <br /> wells, and locking well caps will be placed in the top of the well casings <br /> 0-178 WP 2 November 18, 1998 <br />