|
ASPHALT Asphalt Specialties Co., Inc.
<br /> Stiles Mining Resource
<br /> SPECIALTIES C O. Monitoring Well Construction Log:MW-3
<br /> 10100 Dallas Street Date: 311612022 Well Material: 2"Schedule 40 PVC
<br /> Henderson,CO 80640 Drilling Company: Drilling Engineers,Inc. Well Lat.I Long.: 40.350637°1-104.7288670
<br /> Phone:303-289.8555 Drilling Method: Hollow Stem Auger(HSA) Ground Elevation: 4,667 it amsl
<br /> F° GRAPHIC DEPTH TO a N
<br /> 0 8' LITHOLOGIC DESCRIPTION WELL CONSTRUCTION WATER E
<br /> C P. LOG (Drilling) W
<br /> 3 _ Protective 4,870
<br /> "2 _ Concrete Casing a'669
<br /> "' Pad 4,886
<br /> 0 - Ground Surface 4667
<br /> 1 Overburden 4,666
<br /> 2 v 4,665
<br /> 3 VI � 4,664
<br /> Qj �� I...4 1 iRht LA
<br /> 5- Gravelly sand,orangish-brown,coarse grained sand with some O 4,662
<br /> 6= s medium to fine grain sizes(sand size coarsening with depth) v �. 4,661
<br /> - t CG
<br /> 4,660
<br /> 7.0 ft bgs
<br /> 4,659
<br /> a- 4,658
<br /> 10- ''i 4,657
<br /> „= Gravelly sand,orangish-brown,coarse grained sand with little fines 4,056
<br /> Y
<br /> 12- 4,655
<br /> 14- � + 4,853
<br /> 15- V) ,+ 4,652
<br /> +
<br /> 16- U 4,851
<br /> 17- N ,t�, 4,850
<br /> 18- 0 4,649
<br /> 19- O 4,648
<br /> 20- 4,647
<br /> 22- ' 4,645
<br /> oy.
<br /> 23- $3 "•P$ 4,644
<br /> 24- b' 4,643
<br /> 25- '�i In 4,642
<br /> _ "$b
<br /> 26- ' ' 4,641
<br /> 27- b+,++aA Q 4,640
<br /> 28- (n 4,639
<br /> 29- � Q 4,038
<br /> 4.
<br /> 30- •"` Q 4,637
<br /> 31 ^ti'�'b• 4,636
<br /> 101
<br /> 32- a,+nm+.. 4,035
<br /> 33- eeib.. 4,634
<br /> FW
<br /> 34- mNt's0 4,833
<br /> 35- ;H:�p I 4,032
<br /> 37- 4,630
<br /> hba
<br /> 39- 1bn Eft
<br /> 4,028
<br /> 40 : :4 4,627
<br /> 42 �$7 + 4,625
<br /> Top of Shale encountered at 42 feet bgs
<br />
|