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SECOR '3017 141 Cor FIS d,Su,te 100 <br /> INTERNATIONAL i gore oa <br /> S E C ® Rancho Cordova CA 95670 <br /> ' INCORPORATED 916-661-0400 rFL <br /> 916-861 0430 FAx <br /> 5 <br /> O.0 106 <br /> ' February 28, 2003 �� fi,o el j <br /> c 0� <br /> 1 i Margaret Lagorio FRECOVED ' <br /> San Joaquin County Environmental Health Division <br /> 304 East Weber Avenue, Third FloorMAR 0 3 2003 '^ <br /> ' Stockton, California 95202 <br /> ENVIRON�IENT 1�EAlTk� <br /> RE CPT and Monitoring Well Installation Assessment Report /SERVICES rr <br /> ' Chevron Service Station 9-1452 <br /> SECOR Project No 77CH 91452 00 0303 <br /> Dear Ms Lagorio , <br /> 14 <br /> SECOR International Incorporated (SECOR), on behalf of Chevron Environmental Management <br /> Company (Chevron), presents this report for soli and groundwater assessment at the above- a 41 <br /> ' referenced Chevron site (Figure 1) Two cone penetration testing (CPT) borings were advanced on <br /> either side of the tank pad to assess soil stratigraphy (Figure 2) Adjacent to each CPT boring, a <br /> second direct-push borehole was advanced to collect groundwater samples Also, one groundwater <br /> monitoring well was drilled and installed to the north''of the tank pad This work was done in <br /> ' accordance with SECOR's Site Assessment Report and Work Plan for Further Assessment ("the <br /> work plan"), dated June 11, 2002 'p L�v3 a7 <br /> SITE BACKGROUND <br /> The site is an active service station located at 334 East Main Street in Ripon, California Current site <br /> ' facilities include three 12,000-gallon gasoline USTs, two dispenser islands under a common canopy, ° <br /> and a station building containing two hydraulic hoists <br /> ' SITE ASSESSMENT ACTIVITIES <br /> On February 4 and 5, 2003, SECOR supervised Gregg Drilling & Testing, Inc (Gregg) of Martinez, <br /> California, as they advanced direct-push borings at two locations (CPT-1 and CPT-2) to assess soil 4; <br /> 1 ¢x <br /> stratigraphy and collect discrete groundwater samples at the locations shown on Figure 2 Each <br /> CPT boring was monitored continuously for soil behavior and pore pressure to Its total depth Each � g <br /> ' boring was advanced to approximately 120 feet below ground surface (bgs) Adjacent to each CPT n <br /> boring, a second direct-push borehole was advanced to collect depth-discrete groundwater samples F <br /> Samples were collected at depths of 66 feet bgs, 91 feet bgs, and 116 feet bgs at CPT-1 and at 75 ' <br /> feet bgs, 96 feet bgs, and 111 feet bgs at CPT-2 -J�Y-Ov 4Wde,..- santqlvs " ' loo g <br /> ' On February 12, 2003 SECOR supervised Spectrum Drilling and Exploration (Spectrum) of Stockton, � �> <br /> California, as they installed one 6-inch diameter groundwater monitoring well (MW-8) to a total depth <br /> of approximately 40 feet bgs (Figure 2) <br /> t <br /> A summary of the field and laboratory procedures followed during these activities is Included as <br /> Attachment A The findings of this assessment are summarized below <br /> 1 <br /> • <br /> 1 <br /> 11Chevron1914521REPORTSICPT and extraction well SA report doc <br />