|
ASPHALT Asphalt Specialties Co., Inc.
<br /> Stiles Mining Resource
<br /> SPECIALTIES C O. Monitoring Well Construction Log:MW-6
<br /> 10100 Dallas Street Date: 3/16/2022 Well Material: 2"Schedule 40 PVC
<br /> Henderson,CO 80640 Drilling Company: Drilling Engineers,Inc. Well Lat./Long.: 40.354341°/-104.725355°
<br /> Phone 303-289-8555 Drilling Method: Hollow Stem Auger(HSA) Ground Elevation: 4,662 ft amsl
<br /> c..
<br /> x a DEPTH TO y
<br /> 8 S GRAPHIC LOG LITHOLOGIC DESCRIPTION WELL CONSTRUCTION WATER 4
<br /> F. (Drilling) w s:
<br /> _3 4,665 -
<br /> -\Protective
<br /> Concrete Casing 4,664_
<br /> _1_ Pad 4,663
<br /> o - Ground Surface ::::::::::,::::::•»:• 4,662 -
<br /> t - Overburden ' >.. 4,661
<br /> Ill
<br /> 2= V1 j • H 4,660
<br /> 3 -; Sand w/gravel,brown,fine to medium grained sand 4,659=
<br /> 4 - ;Gravelly sand,orangish-brown,coarse grained sand with some '%:; t 4,658 -
<br /> medium to fine grain sizes(%fine sand decreasing with depth) 0 `'111 is 5 - 4.0 ft bgs 4,657 -
<br /> -
<br /> 41 4,656
<br /> 7 -ifii}/`d bF!' r{,rr(,,,, 4,655-
<br /> 4`y,/ld 4.h,F...
<br /> 8 FfNll,`FM1 ;,;:'{; !!' 4,654-il -
<br /> j:"llJ`1Lll`X`I am4,653
<br /> 10-'1,6,•i., ,%f+{ 0, :: 4,652
<br /> 11 -;;:'�({;'!%%'% Y rf,Y ,,{r "v`c%':%{'" -
<br /> 4,651 -
<br /> 12 ;'',;'''S'':;:,•i' f0 '; l/,A %iNirr,1%{v 4,650
<br /> 13-° ;: ;:} ',, ,;44 .'ii,"::=1.x 4,649
<br /> 14=,: * „i'p%L% 1;`�F,Sj��: 4,648
<br /> 15 3 N �, ;Y,`Y, 4,647
<br /> CC iri {
<br /> -% •- (///'/,:'!'J 4,646
<br /> 17 %ty,a{:,> "L`:};;;;; 4,645
<br /> 18- ;,% {: 4 N '' ' :? 4,644-
<br /> 19 C 5 ;,%;�iY 4,643_
<br /> 20 +,%,•':: 4,642
<br /> 21 ,,,, %%;• 4,641
<br /> 22 iS{''-; 4,640-
<br /> V :Gravelly sand,brown,coarse grained sand with slight increase in% C -
<br /> 23_ •• 4,639
<br /> z;;: fines ,'" N -
<br /> 24_ 'i ,,,,%%;%°t'.: 4,638
<br /> 54/,h�,
<br /> 25 ;i4,637
<br /> - ,,N 4fl Gravelly sand,orangish-brown,coarse grained sand with little fines -a
<br /> 26 'F'+l:,�fl/411�,;' a) 4,636-
<br /> %hi'4, ?Z : 4' -
<br /> 27 `r�1i7 •' 4,635-
<br /> -Y'r15;9ff 111
<br /> 28-y:3 j11l .. N 4,634
<br /> 29-':{:'r,>{Q . Q 4,633-
<br /> 30 ;'i,;: 3i 7," -
<br /> ,. 4,632%'r';% Y,,i '-} 0 4,631=
<br /> 31
<br /> 32 4,630=
<br /> ,i,, it -
<br /> 33 4,629-
<br /> 34 4,628=
<br /> 35 ,, 4,627=
<br /> 36 4,626=
<br /> 37_ 4,625=
<br /> 38 ..'¢'%*:4'', 4,624
<br /> 39 - .. 4,623
<br /> Top of Shale encountered at 39 feet bgs
<br />
|