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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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r? <br />• <br />WATER MANAGEMENT CONSULTANTS WELL CONSTRUCTION DIAGRAM Sheet No: 1 of 3 <br />Well No: GVMW-23A Project Name: CCBV HYDRO INV. Client: CC&V - 2736 <br />Coordinates: 50,041 E Township: <br />Range: <br />Section: <br />Quarters: Location Elev: 9 <br />764 ft <br />m <br />l <br /> 69W <br />15S <br />17 , <br />a <br />s <br />59,292 N Drilling Method: DIRECT ROTARY Water Level Meas. Point Elev: 9,765.5 It amsl <br />Drilling Company: AK Development Method: NONE Inclination: <br />' Logged By: BL/MG <br /> 90 <br />Start Date/Time: 08/18/07 07:00 Screen Type: 20 SLOT PVC Well Casing Mat: Well Stkkwp: <br /> PVC 1.5 FT <br />Completion DateTme: 08/18/07 15:00 Gravel Pack Type: 6/9 SAND Cased Depth: 0 - 40 FT Well Diameter 2 IN <br />Final Depth: 250 FT Seal Type: BENTONITE CHIPS (9 bags) Borehole ID:GVMW-23A screened interval: <br />40 - 90 FT ouantilyofsand: <br />12 bag., <br /> <br /> <br /> <br />? m <br />o <br /> <br /> <br />-J <br />m <br /> <br /> <br />C <br />Q) <br /> <br /> <br />d o <br /> <br />a <br /> <br />E <br /> <br /> <br /> <br />escription c <br /> <br /> <br /> <br />y <br /> <br />m <br /> <br />m <br /> <br /> <br /> <br />° E <br /> <br />0) c <br />-OO <br />H <br />Group name, Color, Density, Grain size/Plasticity, Moisture, <br />J <br />m 2 <br />0 4) ?'v Cohes., Sed. struct, Weathering, Organics m 0 o <br /> J Q cc U <br /> <br />0 ° <br /> 10YR Alluvium and weathered bedrock, 0'-35', dark sandy clay with v <br /> -} F 2/2 CL medium coarse sand, heavy organics, very plastic, very moist N <br /> -- --- m <br /> y {>. N Lots of cobbles of tbx and xgd, with cobbles subrounded-subangular E <br /> ....... ......... <br />5/4 <br />GM <br />Z <br /> <br /> SR Lots of cobbles of tbx and xgd, with cobbles subrounded-subangular 2 IN PVC <br /> 5/4 GM <br />15 - - -- 15 <br /> 10R - -- -- <br />Mostly cobbles of xgd with small amounts of tbx. Some sediment, but --- <br /> '•i <br />4/4 <br />GM <br />there is too much drilling fluid to typify it <br />20 --- -- z -- ------ ----- ------ ----- - -- - -- 20 <br /> tOR Xgd with iron staining, rig bouncing at 23' <br /> .. ............ .. <br />' <br />4/4 <br />GM <br />25 --- 25 <br /> <br />. ...... y? <br />.,r <br />10R Xgd with iron staining -- -- <br />8 INCH STEEL <br /> 4/4 GM <br />SURFACE <br />30 <br />-- <br />._.- <br /> <br />--------------- 30 <br /> <br />CASING <br /> 5R Xgd with iron staining <br /> 4/6 GM <br />35 - f35 <br /> ............ <br />- <br />SR <br /> * + * D Fresh xgd, (Pikes Peak granite) 38'-250' with fxgd (foliated Pikes Peak <br />40 * + + *? - -- -- -gmTitterbedmck-at38` - ---- ----- - --- ---- ---- 40 <br /> _.+."..t... *... ........ SR Fresh xgd .;. : ?. <br /> <br />45 4/6 <br />; :. <br /> <br />20 SLOT <br /> + <br /> <br />50 <br />+ -50 <br /> + * + * <br />1OR Fresh xgd, more quartz <br /> + 5/4 r <br />55- -- } -k- --- - 55 a<: <br /> + + + * * + 10R Fresh xgd, more quartz <br />i: <br /> <br />y, ..... +..... 5/4 <br />, <br />, <br /> <br />60 + <br />* <br /> + * + * + + <br />± <br />+ <br />5GY Chloritic, aphanetic, small biotite crystals, color change and firer <br /> *.*...+ . <br />..... <br />+ + ........ <br />7/1 drilling at 61' ? <br />65 <br />+ <br />_- <br />---- <br />-- <br />-----------_ ____------------- -_.._.... -- -- <br />__ _- <br />65 <br />SCREENED It` <br /> + + * <br />* Mostly xgd mixed with traces of previous minerals - i' <br /> + + + <br />70- <br />+ * <br />+ <br /> <br />' -70 <br />: <br />t y <br />: <br />?• <br /> + + Predominantly xgd, still some alteration, softer drilling at 67 - <br /> <br /> <br /> <br /> + + + * + Mostly xgd, some fxgd, air lift test at 80' is dry <br /> <br />80 ? - - r -- ---------- -- -- -- - - - 80 <br />r. <br /> + + ++ + + Mostly xgd, some fxgd <br /> + 0: <br /> * <br />+ <br />+ <br /> * <br />+ <br />+ <br />+ Mostly xgd, some fxgd <br /> <br /> + * + <br /> <br /> + + Mostly x9d, some fx9d = ; 4 4,•- - <br /> <br />95- <br />+ -95 <br /> * * + Mostly x d some fx d <br /> <br /> f
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