|
N
<br />TH -1
<br />Q TH -2 TH -3 TH -4 TH -5 TH -6 TH -7 TH -8 TH -9 TH -10
<br />o
<br />BULK 6/8/94 6/8/94
<br />- 200 =45.9
<br />LL =26 6/8/94 6/8/94 8200 =64.0 6/8/�
<br />o PI =7 6/8/94 Z LL =35
<br />5 PI =9 0
<br />0 0 5
<br />o.. 6/7/94 6 /7/94 Q
<br />O BULK 6/7/94 0- q o_. ° o
<br />- 200 =15 6 o
<br />10 o - o ° 10
<br />Li ..
<br />0 o. o 0 o a ri
<br />Ip 6/7/9 w .4
<br />la�ll o
<br />a
<br />o
<br />BULK
<br />- 200 =12.6
<br />15 11� o: a �?o - °' 15
<br />SO/1 I
<br />a o 0 0
<br />o 9
<br />a o
<br />0 50/11"
<br />20 31 50/6" - 200 =67.2 50/7 50/9 50/9" 40 50/7" 50/11" 20
<br />- 200 =22.1 LL =35 - 200 =66.4
<br />PI =19 LL=35 4.t
<br />LL =26 � LL =36 LL =35
<br />GNP PI =13 PI =9
<br />RECEIVED
<br />25 JAN 21 2000 25
<br />Division of Minerals & Geology
<br />LEGEND: NOTES:
<br />® FILL: SAND, MEDIUM DENSE, VERY CLAYEY, SILTY, TRACE 6/8/94 .Z WATER LEVEL AND DATE MEASURED 1. TEST HOLES TH -1 THROUGH TH -10 WERE DRILLED ON JUNE 7 AND 8, 1994 USING 6 -INCH
<br />GRAVEL, LOCALLY SANDY CLAY, LOCALLY COBBLY, MOIST, O.D. HOLLOW STEM AUGER POWERED BY A TRUCK- MOUNTED CME -55 DRILL RIG.
<br />BROWN (SC, CL -SC, CL) 22 SPLIT SPOON SAMPLE, NUMBER 2, TEST HOLES TH -11 THROUGH TH -14 WERE DRILLED ON JULY 18, 1997 USING 8 -INCH O.D.
<br />CLAY: MEDIUM STIFF, SILTY, SANDY, LOCALLY GRADES INDICATES 22 BLOWS OF A 140 HOLLOW STEM AUGER. POWERED BY A TRUCK - MOUNTED MOBILE B -57 DRILL RIG.
<br />INTO VERY CLAYEY SAND, LOCALLY ORGANIC RICH IN TH -4, LB. HAMMER FALLING 30 INCHES
<br />MOIST TO WET, BROWN, BLACK (CL,CL -SC, SC) WERE REQUIRED TO DRIVE THE 3. TEST HOLES WERE SURVEYED HORIZONTALLY AND VERTICALLY AFTER DRILLING.
<br />SAMPLER 1 FOOT 4. LOGS ARE DRAWN TO DEPTH.
<br />SAND: MEDIUM DENSE, FINE GRAINED, SILTY, LOCALLY CLAYEY,
<br />MOIST TO WET, BROWN, (SM, SM -SC, SC) 5. THE LINES BETWEEN MATERIALS SHOWN ON THE BORING LOGS REPRESENT APPROXIMATE
<br />BOUNDARIES BETWEEN TYPES AND TRANSITIONS MAY BE GRADUAL.
<br />O. SAND: MEDIUM DENSE, GRAVELLY, SILTY, LOCALLY GRADES INTO
<br />-o` 2 6. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND W!LL FLUCTUATE,
<br />- -.o. SANDY GRAVEL, MOIST TO WET, TAN (SP, SP -GP, GP) BULK INTERVAL OF BULK SA.SiPLE PARTICULARLY WITH SITE DEWATERING.
<br />7. LABORATORY TESTING: DD =DRY DENSITY, PCF
<br />0o GRAVEL: MEDIUM DENSE, SANDY, WET, TAN (GP, GP -GW) -200 =% PASSING THE NO. 200 SIEVE
<br />LL= LIQUID LIMIT
<br />PI= PLASTICITY INDEX
<br />El SANDSTONE: HARD, SILTY, TRACE CLAY TO CLAYEY, GENERAL permit Numtier 7/�' ✓ U9U GNP= GRANULAR NON- PLASTIC J08 N0. 19- 0636.024.00
<br />FINE GRAINED, SOME MEDIUM GRAINED, MOIST TO WET, GRE Class Perms ��
<br />se-eo -Emmn HALL —N C
<br />El
<br />CLt,YSTONE: HARD, SILTY, SANDY, LOCAL SAND LAMINATIONS, -Class DRevision 3 -' CONSTRUCTION COMPANY FIGURE:
<br />MOIST, GREY, BROWN, OLIVE GREEN ; Typersep _ LA POUDRE PIT
<br />DocT ❑Repur( ❑Hydro OGeneraf _ _ _ _ _ _ - - _ _ - - - - -- SUMMARY LOGS `` /1
<br />DAPPI cation ICoal only) D Bond D EnforcemeN D Inspection V /-�
<br />� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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