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r 0 ' <br /> L]I UJI GROUNDWATER <br /> =I -�L1 TECHNOLOGY, SNC. <br /> Monitoring W01! _6 Drilling Log <br /> Protect Lam'nersv"le 59720i Dist. v <br /> Locotlon_ Hanson R T Ownor_.__ Te-syille 5choo7- List. Sketch Mop <br /> L .racy, Cam 202/899-700�f <br /> Date f?rlllad 6/I9%90 Project Number, _� <br /> ------_7otoi Depth of Nola Dfometer �� i <br /> Surface Elevotfon_ --$�-� 5Hi; 5I?'E PLkNf <br /> 4'later Level Initicl_. .-? `t• 24—hour._..._ <br /> Screen: Dla.2 zD;`Length .02 <br /> Casing; Dfa 2 in' Length 5 Ft —Slot SIzeType p���CO ins <br /> . <br /> Drfllfng Company Sierra P_9IL�^Drfflfng Mathod :follow stem lu rer _ <br /> Drlller E. Fruehauf t Ostendorf Na{e9; <br /> Geologist En Inear- Log by ` <br /> Descripilon/SoR Classlflcation <br /> (Color, Texture, Structures) <br /> O <br /> r'GP Brown, gravelly sand (moist, no Product odor) <br /> 2 .N�p` 3 inches asphalt <br /> er GP. <br /> Brawn, medium sand (m <br /> no(.moist, <br /> 4 _ product odor) <br /> •. `• A a :•SW: <br /> a- :•y—I•: t s Encountered water 6/19/90 (1410 hours) <br /> Gray, medium sand (loose, vet, ;lightuct <br /> prod odor) <br /> Tan, sand <br /> Y clay (very stiff, <br /> s wet, no product odor) <br /> �a <br /> 20 <br /> r 26 CL <br /> 12 <br /> Brown, fine to medium sand (medium dense, wet, no <br /> 14 product odor) <br /> 6 C 13 <br /> 21 <br /> 18 'sw. <br /> 20 ,a <br /> 19 <br /> 32 <br /> 22 End of boring, installed monitoring well <br /> 24 <br /> a/se Fro.c <br /> Page_I of—L <br />