Laserfiche WebLink
Site Characterization Report <br /> ABF Freight System,Inc. <br /> Manteca California Pae 5 <br /> • MW2 and MW3 were drilled through asphalt Both the concrete and asphalt were in fair <br /> condition before drilling commenced <br /> 3 12 Sampling Locations and Rationale <br /> A soil and groundwater sampling and analyses program was implemented to evaluate soil and <br /> groundwater conditions in the vicinity of the former UST and dispensing island The locations <br /> of the monitoring wells drilled during the investigation are shown on Figure 4 The soil boring <br /> and sampling program consisted of drilling three monitoring wells <br /> The monitoring well locations included one well drilled through the former 10,000 gallon UST <br /> excavation pit (MW1), and two wells drilled hydraulically down gradient from the excavation <br /> site (MW2 &MW3) Drilling permits to install the monitoring wells were obtained from the San <br /> Joaquin PHS/EHD prior to drilling (Appendix 4) <br /> The purpose of the soil borings and monitoring well installations was to evaluate the vertical and <br /> lateral extent of petroleum hydrocarbon in the vicinity of the former 10,000 gallon UST Soil <br /> samples were collected from the borings at 5-foot intervals in order to delineate vertical <br /> distribution of petroleum hydrocarbons Grab groundwater samples were collected from the <br /> monitoring wells after installation and development <br /> 3 13 Soil Sampling Methodologies <br /> Monitoring wells MW1 through MW3 were drilled by Bay Area Explorations of Suisan <br /> California, using a CME 45 drill rig equipped with an 8 inch diameter hollow-stem augers Soil <br /> samples were collected from each monitoring well borehole Soils samples were collected from <br /> the target sample depths using an 18-inch long California modified split-spoon sampler (CMSS) <br /> attached to a winch-driven 140-pound slide hammer The CMSS was lined with three 6-inch <br /> long by 2-inch diameter brass sample tubes The CMSS was advanced through the hollow-stem <br /> augers into undisturbed soil ahead of the auger drill bit with the winch driven 140-pound slide <br /> hammer, and undisturbed soil was retrieved in the three brass sample tubes The middle sample <br /> tube was capped and placed in a chest cooled with ice, the bottom sample was screened for odors <br /> and screened with a photolonization detector (PID), which measures concentrations of volatile <br /> organic compounds (VOCs) relative to an isobutylene standard, and used for lithologic <br /> description purposes <br /> 3 1 4 Monitonng Well Construction and Developing <br /> MW1 through MW3 were constructed of 2-inch diameter PVC well casings All three wells <br /> were screened with 0 010-inch slotted well screen from approximately 5 feet below ground <br /> surface to the total depth of the well at 25 feet A filter pack of#2 sand extended from the total <br /> depth of the well to 4 feet bsg Bentonite seal was placed from 4 feet bsg to 3 feet bsg and grout <br /> fill was used from 3 feet bsg to the top of casing <br /> • The top of casing elevation for the monitoring wells were surveyed by Moroe Surveying of West <br /> Sacramento, California The top of casing elevations for all three monitoring wells were <br /> 11SERVERIIC-DRIVEIPROJECTS\32721Plans and ReportslABF Freight Site Characterization Closure Report doc 11/17/98 <br />