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4 <br /> J <br /> J <br /> PEI GRouNDV "ER <br /> r <br /> TECHNOLOGY, INC. <br /> OK Rec"Wv SV=%43 Monitoring Well 4 ( "`'-r 4) Drilling Log <br /> a►eiect Kayp_Gil_Tracy__ __ _0"""er 1{4YjL911__- —-—— skareh Mao <br /> �xarwn Trs ga ____------ a'O,ec'.4..bw _ZQ_9227__.___-_ <br /> Oara onn.a _4/9/87-- _ Torai Deo'n a�M°a 31 �_LC-0,en+eter 7,3-lS.___. See Site Flap <br /> Sw+aca flevar,on _- ---- wager tevri in —_l1_Cnrf ----__--_ <br /> admen D'a -?}n. to"nrn _ �9_fCsbts,ra <br /> Cas,np D,a 1 _ -- LrnOt� _____ �9_�C•Tyoe <br /> Dr'tnngComoany Datum Exelorattonorn,,,g metnon Hbllgw_StmAugar_ M°ray <br /> {yrdner __S_? othero _ _ . toe 5v _.XDLot- _ - -.. •_-- <br /> o L <br /> 9 <br /> e E E D+scr+erwNSCM Crata,hcatron { <br /> a a <br /> # U <br /> 0 4 inch Asphalt over 8 inch base course <br /> s - . <br /> ° Reddish-brawn sandy clay with gravel <br /> 2 slightly moist, n• (sole, <br /> g Y product odor)4-(grades with less ■and and gravel) <br /> • • A 3 Reddish-brown silty clay (medium Stiff, slightly <br /> G T8o 4 moist, no product odor) <br /> 8 <br /> (grades mottled taddish-brown and green, <br /> 110- Q g moist) <br /> 35 <br /> Encountered water 4/9/87 (0935 hours) <br /> -12- <br /> -14- <br /> 5 <br /> 214g <br /> -16- <br /> 71 Brown sandy clay (stiff, very moist, no product <br /> odor) <br /> 18 <br /> 20- 5 Brown clayey ,aedium sand (loose, very moist, slight <br /> 168 4 product odor) <br /> -22- <br /> (thin silty clay lenses) <br /> 2 (grades with finer sandl <br /> QZ,COraa <br /> Page--!-Of 2 <br />