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JOHN C. HALE, _,KA AND ASSOCIATES, INC. <br /> FORMATION LOG CONSTRUCTION DETAILS <br /> INCH I.D. STEEL CASING <br /> 0 WITH LOCKING CAP 0 <br /> o'.CD d: ROAD T FILL <br /> c-'q7/% INCH BOREHOLE <br /> Q o yQy•�� <br /> 40:(J• <br /> •o• ,,-----CONTINUOUS <br /> O, GROUT SEAL <br /> o:o BOULDER RICH 10 ��O .G ALLUVIAL FAN 10 <br /> DEPOSITS 4 INCH I.D. SCH.40 <br /> Q PVC THREADED FLUSH <br /> bC1 JOINT CASING <br /> Q. j <br /> �o BENTONITE <br /> 20 �:: ' TABLET SEAL 20 <br /> ENTRALIZER <br /> oq+o�•• �'•�• •'° 0-20 SILICA SAND <br /> A. ':� °•'• GRAVEL PACK <br /> 30 .q�r. — 4 INCH I.D.20 SLOT 30 <br /> SCH.40 PVC <br /> TENMILE CREEK THREADED FLUSH <br /> ;'�. �' JOINT WELL SCREEN <br /> ALLUVIUMuj <br /> u+ CENTRALIZER Lu <br /> \'• U- <br /> z ° '- <br /> y .: z <br /> SO 4 b 50 <br /> uj <br /> E TNTE <br /> Z1'? CLAY-RICH BABLEOT SIEAL C) <br /> ZONE Z <br /> 60 Q•,:• 60 o0c <br /> .�� <br /> 3 p.Q4 - - - - - 10-20 SILICA SAND 3 <br /> O e ;•.� r'F GRAVEL PACK <br /> J J <br /> cc <br /> 70 i 4 INCH I.D. SCH.40 `n <br /> THREADED FLUSH70 M <br /> JOINT CASINGuj <br /> uj <br /> n <br /> •s-�'� TENMILE CREEK :••' <br /> - - - ALLUVIUM ...•; <br /> SEALED PVC END CAP <br /> 90 215 GROUT SEAL 90 <br /> x x x <br /> x % GRANITIC BEDROCK <br /> Y % <br /> too A TD 972 FT. 100 <br /> LEGEND <br /> CLAYS NOTES: <br /> -PERMIT NO.31726-M <br /> SANDS AND GRAVELS -LOCATED SETA NEIA SEC.13 <br /> T 7 S R 79 W,SUMMIT CO.,COLO. <br /> -WELL DRILLED 6/15-6/26/87 <br /> COBLE$ AND BOULDERS USING MUD ROTARY SYSTEM <br /> WITH A 97/dB1T. <br /> x•rY BEDROCK <br /> -STATIC WATER LEVEL RECORDED 7/8/87 <br /> 4- STATIC WATER LEVEL <br /> NO HORIZONTAL SCALE CLIMAX MOLYBDENUM COMPANY <br /> GROUND WATER MONITORING WELL N0.1 <br /> FORMATION LOG AND WELL <br /> CONSTRUCTION DETAILS <br /> PROJECT NO. 5110 FIG.NO.2 <br /> GW#1 <br />