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�r l GROUNDWATER <br /> TECHNOLOGY, INC• 6 Drilling Log <br /> Monitoring Well <br /> Sketch Map <br /> Prefect 1-"r"ersvi.11e Sc pal list• owner.. mersvi11e Scnool_ Dist. <br /> lan�on Pte. "racv, C3. Project Number 70?1g99-7004 <br /> Loaatlan —_= -- �n;_ r A. ,n. SEE ST i W PLk <br /> u Date Crllled 6�1g/90—Total Depth of Hole� , ��-Diameter_ .� - =-- <br /> Surface E'Jevatlon - Water Leval Initial-- <br /> .' <br /> nitial__ .? 74-hour <br /> in. Length i_ r D?0 in. <br /> Screen: Dla. ?� ] ft. ..----Tia 8 5fze D C - <br /> r, Casing: In Length <br /> Dla._ ---- g ;poi i o.,r stem lu_er <br /> �� ��brtll.l Method Notes: <br /> Drilling CarnpanySera Pa <br /> E^Fruehauf.---•---- Log by �l• Ostendorf <br /> ' Driller :;aa?? <br /> Geologist / Englneer r K S'^-nn's—License No— <br /> s Descripilon/Son Classiflcatlon <br /> (Color, Texture, Structures) <br /> Brown, gravelly sand (moist, no product odor) <br /> 3 inches asphalt <br /> 2 oP" no product odor) <br /> +,• Brown, medium sand (moist, <br /> 4 - it <br /> SW.: <br /> A (1410 hours) <br /> a Encountered water 6/19/90 <br /> ' 5 <br /> Gray, medium sand (loose, wet, slight product odor) <br /> ' 1 s Tan, sandy clay {very stiff, fret, no product odor) <br /> 10_ <br /> 7 B 10 <br /> t' 20 CL <br /> • 18 <br /> 12- Brown, fine to mediusand (medium dense, wet, no <br /> m <br /> product odor) <br /> C 15 <br /> 16 21 <br /> e sw�. <br /> 78 <br /> ID <br /> 20 10 <br /> 1s <br /> 32L- <br /> Y End of boring, installed monitoring well <br /> �. .. <br /> 22- <br /> 24-L. <br /> 22$ P.aga�-af.L - <br /> a/aa env. c <br />