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SWR-3
<br /> EL=4538.76
<br /> 4540 N:1581807.30 4540
<br /> E:3312488.83
<br /> SWR-4
<br /> EL=4534.60 SWR-6
<br /> N:1582734.52 ELW533.43
<br /> 4535 SWR-2 21 E:3312564.84 N:1583705.75 SWR-7 4535
<br /> EL-4531.53 E:3313524.07 EL-4531.60
<br /> N:1581401.20 SWR-5 N:1583588.72
<br /> E:3313497.D6 2.0 EL=4529.94 E:331426525 SWR-8 THM-8
<br /> 200=72 -200=78 NA 583664.74 EL-4528.64 EL-4529.0
<br /> 7 LL=48 E:3312514.83 200=79 0.9 N*1583247B2
<br /> 4530 LL=39 PI=31 17 LL=38 E:33114301.26 E:3313069.01 THM-14 4530
<br /> SWR-1 9.5 2s PI=23 SWR-9
<br /> EL=4526.27 10.0 MG--17.1 MCr20.6 1.0 4.9 PI=21 EL=4525.8
<br /> N:1581256.17 22 DD=111.7 35 1.0 EL-4525.05 N:1580705.8750
<br /> E:3314379.27 12.0 N:1582322.42 3.0 E:3314333.782
<br /> 4525 E:3314328.26 4525
<br /> 1.9
<br /> 8.0 14 7.0 4.0 ,:o 11/12'
<br /> 4.0 13 ' 12.5 � 11.0 / 14
<br /> {-21DN4 z.s
<br /> 17.5 _o �� 27 p• ( 200=81 2at2"
<br /> _ { LL=35
<br /> 1 ( 4520
<br /> 4520 12.0 � 3 115-46 19 18 PI=18 18712" 'e
<br /> 7.5 l-200=7 13.0
<br /> {-200=3 0=48 14 0 7.0
<br /> -p 5-36 . 15/12"
<br /> 4515 ..4 -200=16 18 13 :A 28 4515
<br /> .� 0 A. 23 24 22/12"
<br /> G=25
<br /> S 72
<br /> 7 t2811=8 :o cp-
<br /> -200=4 sei
<br /> 4510 to 27 �` 1s.o 4510
<br /> 0 18 .� 28 :0 22 14112-
<br /> 1f25Mi ; ,. 28{-200=4 t25/1= _,a G=25 128I78 `�. t8 5=72
<br /> .1 22 •Q Irmo {200=3 1Rd� _ .;Q {-200=4 :0 2/12"
<br /> i� 4505 1251t '-: 2P 26 24 4505
<br /> •;.0 23 30.0 - 37 ,'• 'Gq iralli .a
<br /> .� ... ..P = O
<br /> 1: 26 12&18 34 G=53 ~
<br /> 4500 79 21 j( 76 •4 ..• t 1-200=1 4500
<br /> 40.z 1-200'3 7e 0/5" z9s 3 t2" w
<br /> G=37 32 0 31.0
<br /> •' 36 S=59 34 5 �' 36.5
<br /> •� 38 3/12"
<br /> 30 5 200=4 15/5" 150/4" 35.3 36
<br /> 4495 4495
<br /> ,r'. G=37 4a.a a4 ` LE
<br /> 100/a^ 100/5" .0 3s.o
<br /> �S00
<br /> too/a^ 150/4" 200 4 0/4' RQD=100 o�
<br /> 39.3 REC=100 34.0
<br /> MG12.3
<br /> 4490 DD=114.0 44.3 0/3 39.3 77/3" 34.5 ' ' 4490
<br /> 100/3.5' 100A3"
<br /> 44.3 RRE D=19� 39.5 TL
<br /> 8' 39.2 1002.5" TL
<br /> g 4485 35.1--50/1' REC=88 4485
<br /> € ROD=100 RQD=O
<br /> REC=100
<br /> 49.5 REC-100
<br /> 4480 RQD=17 4480
<br /> N
<br /> F'
<br /> 0 REC=98
<br /> 99 4475 R W-50 4475
<br /> 3 QNh3508
<br /> s°
<br /> REC-100
<br /> 4470 ROD-0 4470
<br /> �REC-100
<br /> 0 5' 10, RQD=92
<br /> 4460 SCALE IN FEET 60.0 4465
<br /> LEGEND: NOTES: _
<br /> ®
<br /> FILL:CLAY,MEDIUM STIFF TO VERY STIFF,LOCALLY SILTY,LOCALLY SANDY,DRY 5.0 APPROXIMATE DEPTH OF GEOLOGIC CONTACT 1. EXPLORATORY BORINGS SWR-t THROUGH SWR-9 WERE DRILLED 1-25-16 TO 1-27-16 USING A TO MOIST,MODERATELY PLASTIC,LOCALLY LOW PLASTICS,BROWN TO DARK 1W14 TRUCK-MOUNTED D-50 DRILL RIG.BORINGS WERE DRILLED WITH 3.25-INCH I.D.HOLLOW STEM
<br /> WATER ENCOUNTERED DURING DRILLING AND DATE MEASURED
<br /> BROWN,GRAYISH BROWN.(CL,CH) i AUGERS.ADDITIONAL BORINGS
<br /> E THM-8&THM-14 WERE DRILLED ON 5-9-06 DURING A FEASIBILITY INVESTIGATION AT THE SITE.
<br /> fi ® CLAY:SANDY,SILTY,MEDIUM DENSE,LOCALLY DENSE,VERY FINE GRAINED,DRY 23 STANDARD SPLITSPOON BLOW COUNTS.NUMBER("N"VALUE)INDICATES THE 2. ALL EXPLORATORY LOCATIONS WERE SURVEYED WITH A SUBMETER ACCURATE GPS.
<br /> NUMBER OF BLOWS OF A 140 LB.HAMMER FREE FALLING 30 INCHES REQUIRED
<br /> TO SLIGHTLY MOIST,BROWN,LOW TO MODERATE PLASTICITY,LIGHT BROWN.(CL) TO DRIVE THE SAMPLER 1 FOOT OR THE INDICATED INTERVAL."'Arr INDICATES 3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN
<br /> 777 THE SAMPLER WAS DRIVEN 1 FOOT BY THE WEIGHT OF THE HAMMER ALONE. TYPES AND TRANSITIONS MAY BE GRADUAL.
<br /> SAND:LOCAL GRAVELS,LOCALLY SILTY,LOOSE TO MEDIUM DENSE,WELL } 4. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING.
<br /> (
<br /> GRADED,DRY,NON PLASTIC,LIGHT BROWN TO TANNISH PINKISH BROWN.SW )
<br /> ,SP ljl MONITORING WELL SCREENED
<br /> INTERVAL GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY AND DUE TO SITE MINING
<br /> AND DE WATERING OPERATIONS. �/�
<br /> a ® SAND:GRAVELY TO VERY GRAVELY,LOCAL COBBLES,VERY WELL GRADED,DRY TO 5. LAB TESTING: �71 V NEWALL SPRINGS QUARRY
<br /> WET,BROWN,PINK,TAN,GRAY.(GW,GP,SW,SP,SM) CORE INTERVALS(HQ) G=%GRAVEL BY WEIGHT
<br /> ROD=ROCK QUALITY DESIGNATION(%) S=%SAND BY WEIGHT
<br /> PACKER TEST INTERVALS& REC=RECOVERED CORE(%) -2D0=%BY WEIGHT PASSING THE#200 SIEVE(FINES) REVISIONS SUIIIRIB LO $
<br /> SHALE:FRESH,(MODERATELY WEATHERED VIATHIN 6-NEAR BEDROCK/SAND& CALCULATED PERMEABILITY LL=LIQUID LIMIT NO DESCRIPTION DATE BY ry 9
<br /> PI-PLASTICITY LIMIT
<br /> GRAVEL CONTACT)DRY TO SLIGHTLY MOIST,HARD(WEAK ROCK)PLASTIC, K(CM/S) 1 FOR BD 322/16 DINE
<br /> TL=TOO LOW TO MEASURE NIP=NON PLASTIC
<br /> 3 HORIZONTAL BEDDING,LOCAL MARINE FOSSILS,DARK GRAY.(CL) TL 2 SW REALIGNMENT 825/17 D D E E R E 61 A U L T soo s Al.R .RD,-TAD A.SUITE zos
<br /> (ASSUMED 1z10-7 crNsec) MC=%MOISTURE CONTENT orvnrnoN*,co eosoa
<br /> DD=DRY DENSITY(PCF) 3 FOR CONSTRUCTION 10/13/17 bwc *EE 3a+651+ese FAX-114%
<br /> 24.0 TOTAL DEPTH OF BORING(FT) UCS=UNCONFINED COMPRESSIVE STRENGTH(PSI) DESIGNED BY: DHF APPROVED BY: DWD•DB N0. SHEET11 :
<br /> :AVM BY: BDC DATE: 322/16 0212.010.D0 8 Of 11
<br /> t� CHECKED BY: DWD SCALE:AS NOTED
<br />
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