Laserfiche WebLink
' . KLEINFELDER <br /> ' 4.2 TEMPORARY WELL INSTALLATION AND SAMPLING <br /> ' Based on the field observation during excavation, that discolored soil and petroleum odors were <br /> located near or at groundwater, Fitzpatrick Homes retained Kleinfelder to conduct a limited <br /> ' groundwater assessment in the vicinity of Large Excavation C (LE-C). Kleinfelder prepared a <br /> workplan and well permit application to submit to San Joaquin County Public Health Services <br /> Department, Environmental Health Division (PHS/EHD). Kleinfelder developed a workplan titled <br /> ' "Limited Groundwater Assessment, Monogram Collection Property, (Former R&B Trucking <br /> Company), 1785 N. Corral Hollow Road,Tracy, California", dated July 2,2001. <br /> ' 4.2.1 Workplan Preparation. Permitting and Pre-Field Activities <br /> Kleinfelder delivered the groundwater assessment workplan and well application to Mr. Harlin <br /> ' Knoll of PHS/EHD on July 3, 2001. Mr. Knoll was generally agreeable to the workplan but <br /> commented that he wished to place one of the four proposed temporary wells between SE-B and <br /> ' LE-C at the approximate location of TW-2 shown on Plate 2. Mr. Knoll also suggested that five <br /> oxygenates be added to the suite of analyses to be run on the samples. The workplan and well <br /> application was verbally approved on July 3, 2001 with the comments listed above. For a copy <br /> of the well boring permits, please refer to Appendix E. <br /> The proposed well boring locations were marked in white paint and Underground Service Alert <br /> ' was notified at least 48 hours prior to drilling activities. <br /> 4.2.2 Temporary Monitoring Well Installation <br /> ' Four soil borings (TW-1 through TW-4) were advanced on July 5, 2001. Two of the wells were <br /> ' installed north of LE-C near the northern property boundary. One well boring was advanced <br /> southeast of LE-C and the fourth well boring was located southwest of LE-C and northeast of SE-B <br /> (Plate 2). The borings were advanced to approximately depths of 20 feet below,ground surface <br /> (bgs) <br /> The soil borings were advanced using attack-mounted drill rig equipped with 8-inch diameter <br /> hollow stem auger. Soil samples were collected at depths beginning at approximately 4 and 7 <br /> ' feet and 12 and 17 feet bgs at each well location for logging purposes and potential chemical <br /> analysis. No unusual odors or soil discoloration were noted from soil samples or soil cuttings. First <br /> encountered subsurface water was noted in all four borings about 10 feet bgs. <br /> ' The borings were drilled, logged, and sampled according to the protocol described in Appendix B. <br /> A two-inch temporary monitoring well was constructed in each of the four borings, as generally <br /> ' described in Appendix B, Section B-3.1. However since these wells were temporary, grout was not <br /> included in the construction. Each of the four wells were screened from about 10 to 20-feet bgs. <br /> The wells were screened using Schedule 40 PVC pipe with 0.010-inch factory cut slots. A copy of <br /> ' the boring log and well construction details is presented in Appendix A. <br /> ' 20-4341-I1.E01/2011R959 Page 13 of 31 <br /> ' Copyright 2001,Kleinfelder,Inc. August 21,2001 <br />