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C A M B R I A Mr Ron Rowe <br /> . April 16, 1999 <br /> Well Depths• Well depths ranged from 37 to 45 ft-bgs (Attachment B) Cambria's <br /> standard field procedures for monitoring well installation are presented <br /> as Attachment C <br /> Number of CPT Borings Five(CPT-11 through CPT-15) <br /> Boring Depths The total depth of well borings ranged from 40 to 50 5 ft-bgs CPT <br /> boring depths ranged from 60 to 70 ft bgs Boring Iogs are included as <br /> Attachment B CPT boring logs are included as Attachment D <br /> CPT Boring Logs CPT boring logs were generated by the CPT data acquisition equipment <br /> These logs were checked by the Operations Manager for the In Situ <br /> Division of Gregg Drilling, and are included in the data package from <br /> IGregg Drilling,which is attached as Attachment D <br /> Sediment Lithology The site subsurface consists of mixtures of interbedded clays, silt, fine <br /> sands, silty sands and sands from the ground surface to the total depth <br /> explored <br /> • Sands were observed beginning at depths ranging from 48 5 to 55 ft bgs <br /> to the total depth explored in all of the CPT borings installed during this <br /> phase of the investigation with the exception of CPT-13 In CPT-13, a <br /> sand layer was noted at a depth of 62 ft bgs, and primarily interbedded <br /> silty sands were noted from 67 ft bgs to the total depth explored in that <br /> boring of 70 ft bgs During previous CPT installations, only CPT4 was <br /> completed at a depth greater than 50 ft bgs Sands were not observed in <br /> the log for that boring below 36 ft bgs (See Attachments B and D) <br /> Cambria prepared two cross-sections based on the monitoring well and <br /> CPT boring logs The boring log lithology was simplified to differentiate <br /> between fine grained soils (silts, sands, and the materials that the CPT <br /> Ilogs included as cemented sand and stiff fine grained), and coarse <br /> grained soils, (sands and gravels) The cross-sections are included as <br /> Figure 2 <br /> 3 <br />