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GROUNDWATER <br /> TECHNOLOGY, INC. <br /> Monitoring Well 4 � Drilling Lc <br /> Project�I d KnQX1es __ _ owner_ Ted Knowles _ F <br /> - <br /> ' Lucotlonl l r�4 Cam —project Number?D2L:49S0ZZ04-- <br /> Date Drilled i 1Q 89 --Project <br /> Depth of Hole?7,_ it�Dlarneter_2 in. _ SEE Pi+?,N <br /> SurfaC3 QeYotion Water Level Initial 57 f t• 24—hour <br /> ' Screen: i)lo._ 2 in. _Length r Slot Size,..02Q nC= <br /> Losing: Dia Z anq{}�_3�f_t_ Type pVc _ DL Drilling P,.,.ak e p�� �I. .Drifling Method Ha lost stem A r <br /> Orlffer I�,,�hwege1 — - <br /> Geologist / Engineer --Lag by-- II` . Notes: <br /> License No.�___�� <br /> e g Description/Sol! CJasslfication <br /> (Color. Texture. Structures) <br /> i <br /> ' 0 3 inches asphalt ! <br /> Brown clay (very stiff, moist, no product odor) <br /> 2 a <br /> 4 f <br /> 4 A / <br /> r CL <br /> g a t� <br /> zc <br /> ' 8 <br /> 0 <br /> 1 o g ••.••..• Orange--crown, medi,= to coarse sand (medium dense, <br /> ' T moist, no product odor) <br /> 13 <br /> 13 •. f <br /> 121 <br /> 14 -•=• • <br /> C •- Brown clay (very stiff, moist, no product odor) <br /> a e <br /> 16- is <br /> iT <br /> CL <br /> ' 18 <br /> ' 20 D I Brown, slaty, Fine sand (medium dense, moist, no <br /> .t ti I I I product odor) <br /> t3 I I <br /> 2 <br /> p I I (grades clavey) <br /> 24 t r <br /> pageof-..-; <br />