Laserfiche WebLink
• <br />• <br />• <br />WATER MANAGEMENT CONSULTANTS WELL CONSTRUCTION DIAGRAM Sheet No: 1 of 1 <br />Well No: GVMW-22B Project Name: CC&V HYDRO INV. Client: CC&V - 2736 <br />Coordinates: 49 <br />946 E Section: <br />Township: <br />Range: <br />Quarters: Location Elev: 9 <br />977 ft amsl <br />, 15S <br />69W <br />17 <br />- , <br />60,682 N Drilling Method: DIRECT ROTARY Water level Meas. Point Ele, 9,978.5 It amsl <br />Drilling Company: AK Development Method: NONE Inclination: 90o togged By: BL/MG <br />Start Dale/rime: 08114/07 14:00 Screen Type: 20 SLOT PVC Well Casing Mat: Well Sftk„p: <br /> PVC 1.5 FT <br />Completion Date/ Time: 08/14/07 17:10 Gravel Pack Type: 6/9 SAND Cased Depth: 0 - 5 FT Well Diameter 2 IN <br />Final Depth: 35 FT Seal Type: BENTONITE CHIPS (9 bags) Borehole ID:GVMW <br />22B Screened Interval: QuanUtyof Sand: <br /> - 5 - 30 FT 12 ba < <br /> rn <br />c o <br />E <br />Description m <br />E ? <br />E <br />r 0) L o n Group name, Color, Density, Grain size/Plasticity, Moisture, ~ N J _ <br />2 0 <br />o t U Q Cohes., Sed. struct, Weathering, Organics o d] 6 o o U) to <br />i5 <br /> C9 U <br />0 0 <br /> <br /> 10YR Alluvium and weathered bedrock, 0'-35', light brown sand/silt with 2 IN PVC <br /> 5/4 GM included fxgd cobbles. Sand/sift is dry with low plasticity, small clasts. <br />5 Localized pockets of medium plasticity day. 5 8 INCH STEEL <br />; <br /> <br />5YR Darker brown, clay and cobbles of xgd. Clay includes coarse sand ... <br />^ SURFAC <br />E <br /> ?\ 4/6 CL and gravel and is very plastic. Sample is moist. 14:45 -T .' CASING <br />f <br />10 8/16/07 <br />8.65 10 : <br /> <br />:.. <br /> 1 0YR <br />Medium/light brown day and cobbles. Clay includes a coarse sand <br />20 SLOT <br /> ?\ 5/4 CL but less gravel and has moderate plasticity. Very wet due to drilling <br />15 fluid. 15 <br /> •j • • : <br />10YR Less soil, now mostly xgd and fxgd chips, some have weathering <br />SCREENED Ih <br /> ///? • <br />/ 5/4 GC rinds. There are a few large clasts of clay (about 15 mm in diameter); <br />these are hi <br />l <br />lastic and have inclusions of <br />arse sand and <br />avel <br />20 •? • g <br />y p <br />. <br />co <br />gr 20 <br /> <br /> •. • • .. <br />25 ./. <br />25 <br /> •? j <br /> <br />•../. . • <br /> <br />SYR Mostly rock chips with only sight soil - too little to accurately describe. <br /> <br /> <br />R <br />k <br />hi <br />d <br />i <br />d <br />b <br />t h <br />f <br />d <br />tl <br />.; <br /> • • • • • 3/4 GC oc <br />c <br />ps are pre <br />om <br />nan <br />y xg <br />, <br />u <br />ave some <br />xg <br />. _ <br /> <br />30 • <br />j j <br />30 j'?: <br /> . <br />• • <br />• <br />SYR Mostly rock chips with only sight soil - too little to accurately describe. :., .. <br />S <.. ; ...;i <br /> _ <br />. <br />' <br />•?'? ........ 3/4 GC Rock chips are predominantly xgd, but have some fxgd. <br />r t:. <br />35 / 35 <br />TD 35 FT <br />40 40 <br />45 45 <br />50 50 <br />55 55 <br />60 60 <br />65 65 <br />70 70 <br />75 75 <br />80 80 <br />85 85 <br />90 90 <br />95 95