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Joyesh (Sold Waste) visited the site in afternoon. I explained to him SG -11 and that my opinion <br />was SG -11 I would function properly with one less foot of perforation I deep probe because gravel <br />pack was built to design depth. Kevin (Public Works) called me and I explained to him the same <br />thing. <br />On the matter of the top of the deep probe only extending above ground surface 2 ft, I provided <br />my opinion that the function of the probe would only be negligibly impacted with the shortened <br />length, and that some of the options the contractor could consider would be to either make the <br />monument shorter or put a fitting on the end of the probe to each the top of the monument. <br />Mark later showed me a fitting he could attach to the top of the probe to make it reach the top of <br />the monument. I said that looked OK, but he'd have to get approval from Kevin/Joyesh. <br />4:00 pm: Left site. <br />I of I <br />VECTOR <br />ENGINEERING, INC. <br />. .... ..... ....... .... . ....... <br />DAILY FIELD NOTES <br />SAN JOA COUNTY <br />Landfill Gas Monitoring Well Installation <br />Location: <br />North County Sanitary Landfill Contractor., LFG Control Inc. <br />CQA/Engineer <br />Pete Holland, CEG Superintendent: Mark Penn (LFG) <br />Prepared by: <br />PH Submitted to: SJC Public Works <br />Owner/Client: <br />San Joaquin County Public Works Reviewed By: PH <br />Project No: <br />03-16-0203-00 Day of Week: Tuesday <br />Report Date: <br />7/28109 Time on Site: 7:30 am <br />7:30 am: <br />Onsite. <br />8:00 am: <br />Drillers began SG -13 (at new location 20ft south of original proposed location). <br />9:00 am: <br />Natalia (Env. Health) arrives. <br />9:30 am: <br />Natalia gets stuck near SG -16, calls me. Driller helper goes to help her get unstuck. <br />12:00 pm: <br />Natalia leaves site. She inspected SG -15 (Frank's rig) but it's apparent that John's rig probably <br />won't be done by 3:30 and therefore there won't be anything to inspect, <br />I talked to Natalia about SG -11 1 being a foot off of the specified perforations and told her in my <br />opinion the difference would have a negligible effect on the performance of the probe because <br />the gravel pack was built per the plans and because the sandy soil encountered was relatively <br />thick. She said she couldn't approve that unless it came from Mike Carroll/Joyesh (Solid Waste), <br />Natalia also said that anything above ground is not a concern to her, she's here to see what goes <br />underground. <br />3:30 pm: <br />Drilling slow. Finished day, 70 ft drilled. 5 more ft to drill tomorrow. <br />Joyesh (Sold Waste) visited the site in afternoon. I explained to him SG -11 and that my opinion <br />was SG -11 I would function properly with one less foot of perforation I deep probe because gravel <br />pack was built to design depth. Kevin (Public Works) called me and I explained to him the same <br />thing. <br />On the matter of the top of the deep probe only extending above ground surface 2 ft, I provided <br />my opinion that the function of the probe would only be negligibly impacted with the shortened <br />length, and that some of the options the contractor could consider would be to either make the <br />monument shorter or put a fitting on the end of the probe to each the top of the monument. <br />Mark later showed me a fitting he could attach to the top of the probe to make it reach the top of <br />the monument. I said that looked OK, but he'd have to get approval from Kevin/Joyesh. <br />4:00 pm: Left site. <br />I of I <br />