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Exact well construction to be determined in the field. <br /> Tmnwmm ("KLE/NFELOER <br /> FlusMTOGrountlSURoro VaultPiud <br /> wpeeT.ap..Ipnriabewx <br /> Concree <br /> SITE-SPECIFIC SAFETY PLAN <br /> yz <br /> L-057A Whiskey Slough HDD <br /> PG&E Project: Natural Gas Pipeline Replacement <br /> Feasibility Study <br /> NenC nt '1 <br /> (Grout) City/Location: McDonald,Stockton, CA <br /> Work Order#: <br /> PG&E Project lD#: <br /> Date: June 9-9,2020 <br /> 2'dbmebrsdwdule ao we A'r m, <br /> Blank ceelne ovwroo Revision No.: 0 <br /> Bentonits Tmnsmon sml Mlnlmum r Annubr spednB <br /> 2'-S thick <br /> Screened interval to begin at first <br /> "•'.j encountered groundwater. Expected <br /> _ in the upper 15 R. <br /> CenVall.d <br /> ROW Peck(Stxd) otn welt)soocrean hood <br /> IenpN) <br /> z^dbmemr SO dme Q PVC <br /> Slotted Pipe(Typloq <br /> - Centralizers will not <br /> - - _ be used for this <br /> f monitoring well <br /> construction. <br /> EndCry - -- -- <br /> --Total Depth-50, <br /> ••-^^• ^ Not T.Scsb <br /> PRWECTNO. MTPIWOt FIGURE <br /> cP .: ovfoaofe TYPICAL VIFSAMETER DESIGN <br /> KLE/NFELOER °R mV, D."°® <br /> � rMTIArSO�tIVp16 CHECKED 9Y: <br /> E NAME: <br /> PIEEO OETNLMp <br />