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2008-04-15_REVISION - M1980244 (306)
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2008-04-15_REVISION - M1980244 (306)
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Entry Properties
Last modified
6/15/2021 5:52:11 PM
Creation date
4/28/2009 2:12:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL II Appendix 2, Attachment B- Grassy Valley 2007 Monitoring Well and Piezometer Borelogs
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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• <br /> <br />WATER MANAGEMENT CONSULTANTS WELL CONSTRUCTION DIAGRAM Sheet No: 1 of 1 <br />Well No: GVMW-23B Project Name: CC&V HYDRO INV. Client: CC&V - 2736 <br />Coordinates: 59,310 E Township: <br />Section: <br />Range: <br />Quarters: Location Elev: <br />9 <br />769 <br />5 ft amsl <br /> 15S <br />69W <br />17 , <br />. <br />50,032 N Drilling Method: DIRECT ROTARY Water Level Meas. PointElev: 9,766 ft amsl <br />Drilling Company: AK Development Method: NONE Inclination: Logged By: BL/MG <br /> 90° <br />Start Date/Time: 08/18/07 09:00 Screen Type: 20 SLOT PVC Well Casing Mat: Well Stkk?p: <br /> PVC 1.5 FT <br />Completion Datemme: 08/18/07 15:00 Gravel Pack Type: 6/9 SAND Cased Depth: 0 - 10 FT Well Diameter: 2 IN <br />Final Depth: 40 FT Seal Type: BENTONITE CHIPS (9 bags) Borehole ID:GVMW <br />23B Screened Interval: Q""Uty of Sand: <br /> - 10 - 40 FT 12 ba <br /> o rn <br />c <br />d ?o <br />E <br />Description aci <br />E 2 ar <br />a) c <br />° E <br /> v t c -o° w Group name, Color, Density, Grain size/Plasticity, Moisture, F J 5 m 2 0 <br />o 0 U Cohes., Sed. struct, Weathering, Organics c o <br /> o ( <br /> J <br />0 Q <br /> „ ` 10YR Alluvium and weathered bedrock, 0'-40' <br />2 IN PVC <br /> t 5/4 sv <br /> 5 <br /> 'z Fxgd cobbles, no sediment sample preserved E 8 INCH STEEL <br /> GM <br />6 <br />SURFACE <br />10 - ----- __ _10 CASING <br /> 90% xgd, 10% breccia cobbles, too much water to fully assess sed- <br /> " GM iment, but seems to be an inorganic mixture of 40% gravel, 30% each <br />15 ' sand and clay. Sand is very coarse, sediment has medium las' ' <br />ry <br />FY: <br />15 ^' "r <br /> <br />20 SLOT <br /> - <br />- <br />Xgd with iron staining, looks like weathered bedrock, clays are --- <br />; <br /> + + '" + <br />+ possibly hosted within fractures; these clays are moderate i` <br />: <br /> <br /> <br />20 <br />+ * + + + <br />f k_. <br /> <br />_...- <br /> <br />- - <br />yellow-brown With high plasticity, air Ift test at 20' yields 5 gpm? <br /> <br />20 <br /> <br />y ;- <br /> <br />SCREENED ID <br /> ? <br />+ - ----- - -- _____ _ <br /> + + * + * + `_, <br />' Xgd with iron staining, looks like weathered bedrock, clays are <br />S <br /> . ...... +.... <br />possibly hosted within fractures; these clays are moderate Y . <br />25 ? + *+ + + <br /> <br />? - __-- -yellow-brown with high plasticity <br />--°-- ?- -- - -- <br />-- <br />- <br />25 <br />1 <br />;: <br /> + *+ +* <br /> <br />30 <br />+ - _-30 <br /> + <br /> <br />35 <br /> <br />+ <br />* + * <br />+ <br />- - - --- - - <br />Xgd with iron staining, iron stains look like more reduced iron <br />35 <br />;'. ; . <br /> <br />.::'.Cie: ••??.' •, <br /> + <br />+ ,'a l <br /> 40 TD 40 FT <br /> <br />45 ...................... <br />-----_ - ........ <br />?_ <br />-... <br />- - - --- -------- -- --- ---- <br />---- <br />-- - <br />45 <br /> <br />50 ...................... <br /> <br />.................... <br />. ........ <br /> <br />. <br />50 <br /> <br />55 . <br />------- <br />...................... .. <br />..... <br />-- - <br />........ <br />- <br />-- <br />- ----- - ---------- -- -- - -- -- ---' - -- <br />- <br />- - <br />55 <br />60 -- - <br />................ - ---------- - -- -- - - ------- -- -- 60 <br /> <br />65 ...... ........ <br />---------._..--- <br />-- <br />__ <br />_65 <br />70 - - -- - <br />...................... -- <br />........ - -- - ------ ----- ---- - --- - - - -- -- --- -- 70 <br />75 <br />...................... <br />........ 75 <br />80 <br />...................... <br />........ --- -80 <br />85 ------------ -- - - - - -- ' - - - -- - -- - --- - .. - - -- -- -- --- - -- -- 85 <br />90 ___.. - -' -.. <br />...................... .-- <br />........ --- --- - -- -- ----------- --- ----- - --- - -- - 90 <br />95 95
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