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HORIZON ENVIRONMEN AL INC. <br /> Specialists in Site Assessment,Remedial Testing, Design and Operation <br /> December 22, 2003 <br /> Mr. Michael Infurna <br /> San Joaquin County <br /> Environmental Health Department <br /> 304 East Weber Avenue, Third Floor <br /> Stockton, California 95202-2708 <br /> Subj ect: Work Plan Addendum <br /> Beacon Station No. 12474 <br /> 3440 East Main Street, Stockton, California <br /> Mr. Infurna: <br /> At the request of Ultramar Inc., Horizon Environmental Inc. (Horizon) is submitting this <br /> work plan addendum and a well permit application for additional monitoring wells at the <br /> subject site (Figure 1). This work plan addendum to Preliminary Results of Additional <br /> Subsurface Investigation and Work Plan Addendum dated February 26, 2003 was developed <br /> on the basis of stratigraphic evaluation and analytical results of soil and groundwater <br /> samples collected during a cone-penetrometer (CPT) investigation conducted on August 28, <br /> 2003. <br /> The February 26, 2003 addendum proposed the installation of five monitoring wells (MW- <br /> 13 through MW-17). The San Joaquin County Environmental Health Department (EHD) <br /> requested additional stratigraphic and analytical data before siting monitoring wells MW-15 <br /> and MW-16. The CPT investigation was proposed in Revision to Work Plan Addendum <br /> dated June 16, 2003 and approved by the San Joaquin County Environmental Health <br /> Department (EHD) in a letter dated June 25, 2003. <br /> Two CPT-log borings were advanced at the CPT-2 and CPT-3 locations as shown on Figure <br /> 2. Groundwater samples were collected from separate borings placed adjacent to the CPT- <br /> log borings. Boring B I 1 was advanced for the purpose of collecting a soil sample at <br /> approximately 80 feet bsg. All borings were backfilled with neat cement. The CPT logs are <br /> attached to this letter. The CPT logs generally indicated coarse-grained, water-bearing <br /> zones,between 85 and 100 feet bsg in both borings, and also at approximately 105 feet bsg <br /> in CPT-2 and 146 feet bsg in CPT-3. <br /> Groundwater sampling adjacent to the CPT-2 boring was attempted at five intervals: 55 to <br /> 60 feet below surface rade (bsg); 60 to 65 feet bsg; 85 to 90 feet bsg; 103 to 108 feet bsg; <br /> g g ; g; g; g; - <br /> and 143 to 148 feet bsg. Groundwater samples were successfully collected from the three <br /> intervals 60 to 65 feet bsg (sample CPT2-65), 85 to 90 feet bsg (sample CPT2-90) and 103 <br /> to 108 feet bsg (sample CPT2-108). The intervals 55 to 60 feet bsg and 143 to 148 feet bsg <br /> iwere dry. <br /> 5011 Golden Foothill Parkway, Suite 7 • EI Dorado Hills, CA 95762 (916) 939-2170 • FAX (916) 939-2172 <br /> P.O. Box 5283 9 Bakersfield, CA 93388 • (661) 589-8389 • FAX (661) 589-1456 <br />