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TH-1 12 5110 5110- TH-110 -5 - TH-109 EL--5107.5 TH-108 EL=5107 TH-1 1 EL 1081 TP-41-N EL=5106 EL=5106 EL=5106 TH-102 TH-105 TH-107 TP-1 TP-2 2. 3.0- EL=5104 EL=5104 -5105 5105- EL=5104 EL=5104 EL=5104 0 3.0 g 0.5- 2.5- o� 1.5 • 10 5.1 15 3.0- .16 5.1- -10 7 3.0 5100- • TP-3 5100 -14 EL=5D98 7 9 5.6 1y9.5- 10.0- 25 TP-5 TH-101 34 9.01 17 ELm5O96 6.5- - EL=5095.5 '4�. -32 19 8.0- 1...' 12.5- 5095 5095- 9.0- A� 3.5- 1.5- CA; 10 10.3- -25 34 12.5- 2.5 -8 16- - -27 15.4-7 12 - 13.0- 13.0- 7 15.1 12 13.0 5090- -5090 15.5 -30 -14 -33 20.4 -48 19.91 2-5 11.0- 0 50/6" 20.9- Ob 10.0_4 42 C 18.0- 19.8 20.0- 34 X, -5085 5085- 1/1, 19.3- 9 16 X 5 23.0- Q_.' %2�O -P-25 1 15.0- ..q, 39 21. 3.0 40 .0 b, 32 6/21 14.B- 23 5080 P -14 5080- 6/20 .0- IT 34 21 -58 25.0 0 38 -35 25.3--/'� 6/ig 6/19 36 28.0 z 4D -7 29 18 6121 LU 54 20 Q-28 6 LU 22.5- - 0 20 25 1 6-26 21.0 o 610 :Q-18 16 36 25.0 -5070 5070- 16 22 28 6 6/21 -26 P 14 • 50/5" 18 16 19 5065- 40.8- 42.0- 43.0- 5065 48 147 16 42.0-�' 41.0 Zl 44.9- 30 41.5- -50/2" 50/6" /1 /1-50/5, -20 45.3-. 50/5" 5060- ..0 -5 45.9 060 50/6" 44.8-�-_'_48 50/4" 45.5 -5016" -78 49.0 /-88 o 47.0- r A 51.0 - 39.5 51.0 0,6. 5055- 50.5 5055 - 42.0 61129 50.61 50/1" 51.0 5050- 45 50/4" -5050 .3 -5045 5045- LEGEND: NOTES: SILTY SAND:VERY LOOSE TO LOOSE,SILTY,WELL GRADED,FINE TO COARSE 1. EXPLORATORY BORINGS WERE DRILLED BETWEEN 6-19-13 AND 6-21-13 USING A GRAINED SAND,SCATTERED GRAVEL,DRY,LIGHT BROWN TO DARK BROWN,NON TRUCK-MOUNTED CME 55 DRILL RIG. BORINGS WERE DRILLED WITH 4.25-INCH I.D. PLASTIC,LOCAL ROOTS PRESENT HOLLOW STEM AUGERS. CLAYEY SAND:VERY LOOSE TO MEDIUM DENSE,SLIGHTLY CLAYEY TO CLAYEY, 2. EXPLORATORY TEST PITS WERE EXCAVATED ON 6-21-13 USING A CATERPILLAR SILTY,SCATTERED SMALL GRAVEL,POORLY GRADED,FINE GRAINED,SLIGHTLY 9.8- APPROXIMATE DEPTH OF GEOLOGIC CONTACT TRACK HOE. MOIST TO MOIST,YELLOW TAN TO BROWN TO DARK BROWN,LOCAL IRON 6/4 WATER ENCOUNTERED DURING 3. ALL EXPLORATORY BORING LOCATIONS WERE FOUND USING A HANDHELD GPS. 2 STAINING, LOW TO LOCAL MODERATELY PLASTIC,MUD LENS DRILLING AND DATE MEASURED SAND:LOOSE TO DENSE,WELL GRADED,CLEAN,FINE TO COARSE GRAINED, 4. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN SCATTERED SMALL GRAVEL,DRY,TAN TO LIGHT BROWN -23 STANDARD SPLITSPOON BLOW COUNT.NUMBER(-N- TYPES AND TRANSITIONS MAY BE GRADUAL. VALUE)INDICATES THE NUMBER OF SLOWS OF A 140 SAND&GRAVEL:MEDUIM DENSE TO VERY DENSE,SANDY GRAVEL TO GRAVELLY LB.HAMMER FREE FALLING 30 INCHES REQUIRED TO 5. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING. DRIVE THE SAMPLER 1 FOOT OR THE INDICATED GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY AND DUE TO SITE MINING SAND, LOCAL COBBLES,TRACE SILT AND CLAY,WELL GRADED,FINE TO COARSE GRAINED SAND,SMALL GRAVEL UP TO 10 INCH COBBLES,ROUNDED GRAVEL AND INTERVAL. 'Wr INDICATES THE SAMPLER AND DEWATERING OPERATIONS. COBBLES,SLIGHTLY MOIST TO WET,TAN BROWN TO REDDISH TAN TO LIGHT ADVANCED WITH RESTING WEIGHT OF THE HAMMER BROWN 6. ELEVATIONS WERE ESTIMATED FROM OCTOBER 2013 FEMA LIDAR SURVEY. WEATHERED CLAYSTONE,HARD(SOILS),VERY LOW STRENGTH BEDROCK, DRY TO MOIST,TANISH BROWN TO MOTTLED BROWN,LOCAL IRON STAINING, MIXTURE OF BEDROCK COLORS,MODERATELY PLASTIC,BLOCKY CLAYSTONE:VERY HARD TO HARD(SOILS),VERY LOW STRENGTH BEDROCK,DRY 9 TO SLIGHTLY MOIST,GRAY TO DARK GRAY,LOW TO MODERATELY PLASTIC, HATCHERY PIT PHASE 2 SLOPE LINER BLOCKY, SLIGHTLY WEATHERED TO FRESH NEAR BEDROCK/SAND AND GRAVEL CONTACT REVISIONS SANDSTONE:VERY HARD(SOILS),VERY LOW TO LOW STRENGTH BEDROCK, 29.9 DEPTH OF BORING(FT) NO DESCRIPTION DATE 8V Summary Logs and Legend CLAYEY To VERY CLAYEY,DRY,GRAY WITH BLACK AND WHITE GRAINS,POORLY I OWNER REVIEW Nov tole OJH GRADED,FINE TO MEDIUM GRAINED SAND,MOSTLY BIOTITE AND QUARTZ 2 AGENCY REVIEW NOV tote cJH D E E R E & A U L T -A. TRDA suite LO MINERALS,NON TO LOW PLASTIC,FRESH S_ED APPROVED BY. CJH 1 JOB No' ISHEET: BY DATE: NOV018:A. BY_ER :1 0247.024.00 3 of 13I 1 r_T_ SCALE:AS NOTED I I