2018-05-22_PERMIT FILE - M2018027 ‎(4)‎

• Permit No: M2018027
• IBM Index Class Name: PERMIT FILE
• Doc Date: 5/22/2018
• Doc Name: Application
• From: David Hunt
• To: DRMS
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

TH-1 TH-2 TH-3 M W-2 TH-4 TH-5 TH-6 M W-3 TH-7
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LL=29 6 DD=107.4 7 DD=106.9 CIVIL RES"�URCES, LLC
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-200=1.3 -200=19.8 MG=4.6
-200-11.3 _ °- 200-26.8 323 Sth STREET
P.O.Box 680
FREDERICK,CO 80530
303.833.1416
24 18 ° 22 13 - WWW.CIVILRESOURCES.COM
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o NOTES:
N 65
Pl 1. EXPLORATORY BORINGS AND
WATER LEVEL
3 BORE LOG LEGEND: LABORATORY TESTING: MONITORING AND DATE
THE APPPEROXIMATWELLS
LOCATIO SHOWN ON WERE DRILLED AT V 12-13-17 MEASURED TH-10 _
m DD-DRY DENSITY,PCf - �-r =
TOPSOIL, ,(SAND,MEDIUM BROWN WITH ORGANICS, MC=MOISTURE CONTENT,% 2. MONITORING WELLS WERE DRILLED TH-12 r TH-9 MW 4 >
m MARCH 20 AND 21,2018. �- TH_11
-200=%PASSING THE*200 SIEVE \ i
LL=LIQUID LIMB,% /)INTERVAL OF BULK DISTURBED SAMPLE MMINIx EEC-51 r Tlf-8 u
U- PI=PLASTICITY INDEX,% 3. EXPLORATORY BORINGS WERE DRILLED
= CLAYSTONE: ,APRIL 2 THROUGH 5 2018. r
GNP=GRANULAR NON-PLASTIC 7H-13
0 SAND: EC-82
HARD-SLIGHTLY SANDY TO SANDY;SLIGHTLY MOIST TO OMC=OPTIMUM MOISTURE CONTENT,% S SPOON SACALIFORNIAA OR STANDARD SPLIT
4. LINES BETWEEN MATERIALS ARE
MOIST;WEATHERED JUST BELOW OVERLYING SOILS; MDD=MAXIMUM STANDARD PROCTOR SPOON SAMPLE,NUMBER 7H-1 TH-7 a LOOSE TO MEDIUM DENSE,LOCALLY DENSE;SILTY LOCALLY CLAYEY; APPROXIMATE AND TRANSITIONS MAY BE r DEswnm BY:BB(L DATE:,..,o.mI
cn / / DRY DENSITY. A 140-B H THE BLOW COUNTS OF r
l- - VERY FINE TO FINE GRAINED,LOCALLY MEDIUM GRAINED;SLIGHTLY SLIGHTLY TO MODERATELY PLASTIC,LOCALLY HIGHLY GRADUAI-. A 140-LB HAMMER FREEFALLING DRAWN Br: Jr 5 •CALF AS�pTED
W MOIST BECOMING WET BELOW THE WATER TABLE;BROWN,TAN,BUFF PLASTIC,LOCAL LIGNITE;GRADES TO SILTSTONE;GREY. EEC-83
LLJ 30-INCHES REQUIRED TO DRIVE • cHEcxeD Br: Sjl� A$NOTED
SM,SM-SC,SM-SP,SC). S. GROUNDWATER LEVELS WERE MEASURED e`+
( ) INTERLAMINATED CLAYSTONE AND SANDSTONE: T THE SAMPLER 1-FT. ■ IpB No.: los.olz.o2
AT THE TIME OF DRILLING AND WILL TH-2 MW 3 ,1S
SAND: /./ FLUCTUATE SEASONALLY AND WITH T+t DWG NAME:all DHF W,eloa.Ewa
HARD;SAND CONSTITUENT IS FINE TO MEDIUM GRAINED; PRECIPITATION AND LOCAL IRRIGATION. 1 WELL SCREEN EEC-B4 TH-6 0`'
-3 LOOSE TO DENSE;LOCALLY GRAVELLY;MEDIUM TO COARSE / % SLIGHTLY MOIST;WEATHERED JUST BELOW OVERLYING 11 INTERVAL rn3
20 GRAINED;SLIGHTLY MOIST BECOMING WET BELOW THE WATER SOIL;GREY TO LIGHT GREY. 6. BORINGS AND MONITORING WELLS WERE
p` TABLE;BROWN,GREY,PINK(SW,SP-SW). DRILLED WITH A TRUCK-MOUNTED H3
CME-55 DRILL RIG POWERING 8-INCH r MW z rs Mws I EXPLORATORY
SAND: SANDSTONE: O.D.DIAMETER HOLLOW STEM AUGER.
PACKER TEST INTERVALS WERE CORED T BORE LOGS
/ LOOSE TO MEDIUM DENSE;CLAYEY,FINE TO MEDIUM HARD;LOCALLY SILTY AND/OR CLAYEY;SLIGHTLY MOIST; USING AN HQ3 CORE BARREL. 11 K=1x10-5 PACKER TEST INTERVAL AND 7`-4
> / RESULTS OR*NO TAKE"IF INDICATED.
co GRAINED;SLIGHTLY MOIST BECOMING WET BELOW THE WEATHERED JUST BELOW OVERLYING SOILS;GREY TO -
WATER TABLE;BROWN(SC,SC-SM). LIGHT GREY.
L NORTH
2
C] VICINITY MAP
o (NOT TO SCALE) 3
-- - - MAY 9 2018 - -
DIVISION OF RECLAMATION
MINING AND SAFETY