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SB-1 SB-2 SB-3(NOT DRILLED) SB-4 SB-S SO-6 SB-7 SB-B Ss-9 SB-10
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<br /> CIVIL RESPURCES
<br /> 2 7 L6 14 9 —9 —50 —21
<br /> 323 Sth STREET
<br /> -16-20 P.O.Box 680
<br /> 1-15-20 1 1620 QI I 1-14-20 7 1-14-20 FREDERICK CO 80530
<br /> 1-1S-20 303.83 .1416
<br /> WWW.CIVILRESOURCES.COM
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<br /> 8 1-15-20 1-15-20 1-IS-20
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<br /> 71 65 50/4" 20 49 20 > 20 44
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<br /> BESTWAY CONCRETE III AGGREGATE
<br /> 64 50/5"
<br /> 301 CO DR
<br /> 20 so/v 50/6' 64 90 -20 MILLIKEN,CO 80543
<br /> 50/5" 50/5" 970-587-7277
<br /> r. CONTACT:MARK JOHNSON
<br /> 5O/S.. 50/5- 50/5" 50/4"
<br /> 50/6" 50/3"
<br /> 50/2"
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<br /> REVISIONS
<br /> NO. DESCRIMON DATE
<br /> NOTES:
<br /> IJL
<br /> T 1. EXPLORATORY BORINGS AND WATER LEVEL 10-16-19y:
<br /> BORE LOG LEGEND: MONITORING WELLS WERE DRILLED AT AND DATE
<br /> LABORATORY TESTING. THE APPROXIMATE LOCATION SHOWN ON MEASURED
<br /> THE SITE PLAN.
<br /> FILL: SAND: MC=MOISTURE CONTENT,%
<br /> -200=%PASSING THE*200 SIEVE
<br /> LL=LIQUID LIMIT,% 2. EXPLORATORY BORINGS WERE DRILLED
<br /> eS SAND,LOOSE TO DENSE,CLAYEY,LOCALLY GRAVELLY, LOOSE TO MEDIUM DENSE,LOCALLY DENSE,SCATTERED SMALL PI=PLASTI JANUARY 13 THROUGH JANUARY 17,2020.
<br /> MOIST TO WET,GREY,BROWN. GRAVEL,LOCALLY GRAVELLY,LOCAL COBBLES,SLIGHTLY MOIST CITY INDEX,%
<br /> GNP GRANULAR NON-PLASTIC INTERVAL OF BULK DESIGNED BY:
<br /> TO WET,TAN,GREY,WELL GRADED. 3. LINES BETWEEN MATERIALS ARE DISTURBED SAMPLE DRAWN BY: KR w 0
<br /> CD APPROXIMATE AND TRANSITIONS MAY BE
<br /> CLAY: CLAYSTONE: GRADUAL. 5 NR INDICATES CHECKED BY: BLH AS NOTED
<br /> NO RECOVERY.
<br /> JOBNO.: 302.001.01
<br /> Ir
<br /> 0 MEDIUM STIFF,SANDY TO VERY SANDY LOCALLY GRADING TO
<br /> 9 VERY HARD TO HARD(SOILS),VERY LOW STRENGTH 4. GROUNDWATER LEVELS WERE MEASURED DING NAMEAU VOGL BORELOGS.DWG
<br /> CLAYEY SAND,SCATTERED GRAVEL,ORGANIC,DRY TO BEDROCK,SANDY,MODERATE AT THE TIME OF DRILLING AND WILL
<br /> TO HIGHLY PLASTIC,MOIST, LL
<br /> SLIGHTLY MOIST,DARK BROWN,LOCAL GYPSUM. SLIGHTLY WEATHERED TO FRESH. FLUCTUATE SEASONALLY AND WITH
<br /> >
<br /> PRECIPITATION AND LOCAL IRRIGATION.
<br /> !a
<br /> < SAND: SANDSTONE: 5. BORINGS AND MONITORING WELLS WERE WELL SCREEN EXPLORATORY
<br /> LOOSE TO DENSE;CLAYEY LOCALLY GRADING TO SANDY CLAY, DRILLED WITH A TRUCK-MOUNTED INTERVAL
<br /> lu
<br /> VERY HARD(SOILS),LOW STRENGTH BEDROCK LOCALLY, I
<br /> LOCALLY SILTY,SCATTERED GRAVEL,POORLY GRADED,MOIST, CME-55 DRILL RIG POWERING 8-INCH LOGS I
<br /> SILTY WITH LOCAL CLAYSTONE LAMINATIONS,FINE TO O.D.DIAMETER HOLLOW STEM AUGER.
<br /> TAN,BROWN,BLACK. MEDIUM GRAINED, MOIST TO VERY MOIST,SLIGHTLY o PACKER TEST INTERVALS WERE CORED T 5
<br /> WEATHERED TO FRESH.BROWN TO OLIVE. USING AN NQ CORE BARREL. K=IxIO- PACKER
<br /> SAND: Ill TEST INTERVAL AND
<br /> 6. TEST PITS WERE EXCAVATED WITH A NX CORE INTERVAL RESULTS OR"NO SHEET
<br /> TAKE-IF INDICATED.
<br /> .
<br /> LOOSE TO MEDIUM DENSE,LOCALLY VERY LOOSE,SILTY,SCATTERED TRACK HOE ON JANUARY 13 THROUGH REC=%RECOVERED 5
<br /> GRAVEL,DRY TO MOIST,EIGHT BROWN TO BROWN. JANUARY 14,2020. RQD=%ROCK QUALITY
<br /> FIG
<br /> DESIGNATION
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