Laserfiche WebLink
CV,-,170 <br /> CIVIL RES"70URCES <br /> 323 5th STREET <br /> P.O.Box 680 <br /> FREDERICK,CO 80530 <br /> 303.833.1416 <br /> W W W.CI VI LRESOU RCES.COM <br /> 4580 4580 <br /> MM-1 #### <br /> EL=457J.08' <br /> M-6 <br /> ####HE) <br /> EL=M45IS.Sfi #### <br /> 4575 <br /> 4575' <br /> OVERBURDEN <br /> MM-2 THICK:EX <br /> 450' EL=4570.09 MM-3 <br /> EL=45E9.52' 4570' <br /> M-J <br /> fL=4568.33' MM-9 <br /> EL=4567.53' <br /> MM-4 MM-5 MM-8 MM-13 <br /> EL=4566.55' EL=45fi6.22' fL=4566.42 fL=4566.38' <br /> OVERBURDEN OVERBURDEN MM-12 <br /> THICK.220 THICK:7.0 EL=4585.13' OVERBURDEN <br /> 4565' THICK:2.0 <br /> OVERBURDEN MM-1B MM-11 4565' <br /> OVERBURDEN THICK:6.0 EL=45E3.89' EL=4583.98' MM-14 <br /> THICK:5.0 OVERBURDEN EL=4563.35' MM-16 <br /> OVERBURDEN THICK:4.0 EL=456257' <br /> OVERBURDEN THICK:12.0 OVERBURDEN MM-15 OVERBURDEN <br /> THICK:17.D OVERBURDEN THICK:10.0 EL=4560.91' THICK:2.0 <br /> 4560' THICK:12.0 <br /> 60' <br /> OVERBURDEN <br /> SAND&GRAVEL OVERBURDEN THICK:11.0 OVERBURDEN OVERBURDEN <br /> THICK:20.0 THICK:120 THICK:11.0 THICK:B.0 <br /> O yy yy 4a <br /> 4555' 'H- <br /> 4555' yyyy yyyy yyyy <br /> O O TI' TI' TI' <br /> SAND&GRAVEL SAND&GRAVEL <br /> THICK:5.0 THICK:20.D SAND&GRAVEL <br /> THICK:19,5 <br /> SAND&GRAVEL <br /> 4550' SAND&GRAVEL THICK:2I.5 <br /> T CK:220 O O 4550' <br /> BEDROCK SAND&GRAVEL <br /> THICK:3.0' THICK:25.0 <br /> SAND&GRAVEL SAND&GRAVEL BEDROCK SAND&GRAVEL SAND&GRAVEL <br /> THICK:129 THICK:15.0 THICK:17.0 THICK:17.0 O O THICK <br /> &GRAVEL <br /> THICK:OS' T CK:26.0 <br /> 4545' <br /> saND az GRAVEL 4545' <br /> SAND-R=GRAVEL THICK:17.0 SAND&GRAVEL SAND&GRAVEL <br /> THICK:1B.0 O THICK:1J.O O THICK:22D <br /> LE- E _! <br /> aeaoKs' <br /> BEDROCK THICK:3.0' <br /> 4540' THICK:1.0' O O 4140' <br /> BFEOROC' BFEO ROCK <br /> BEDROCK ICK:D.5' <br /> THICK:3.0' BFED ROCK <br /> T ICK:3.0' <br /> p BEEN <br /> p <br /> BEDROCK BEDROCK BEDROCK THICK:0.5 REVISIONS <br /> 4535' THICu:p.5' THICu:0.5' ICK:0.5 BEDROCK NO. DESCRIPTION DATE <br /> THICK:AA <br /> BEDROCK 4535' <br /> THICK:0.5' <br /> O <br /> BEDROCK <br /> THICK:0 5' <br /> 4530' 453D <br /> LEGEND: NOTES: <br /> OVERBURDEN: SILT, CLAYEY SILT, SILTY SAND. SILT WITH SAND, COARSENING DOWNWARD. 1, EXPLORATORY BORINGS MM-1 THRU MM-16 WERE DRILLED SEPT 21, 2020 <br /> LIGHT TO MODERATE BROWN, MODERATE GRAY DROWN, LOOSE TO FIRM USING A ONE 75 TRUCK MOUNTED, SOLID FLIGHT AUGER, 4 INCH BOREHOLE <br /> DIAMETER. <br /> SAND 1, GRAVEL: MATERIAL DESIGNATED A MINEABLE RESERVES,VARIOUS DEGREE OF 2. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN <br /> SIZES FROM SILTY SAND, SAND, COARSE SAND, +1- GRAVEL, CLEAN TO DIRTY OUALITY, TYPES AND TRANSITIONS MAY BE GRADUAL. <br /> LIGHT TO MODERATE BROWN <br /> 3. ELEVATIONS OF BORINGS ARE APPROXIMATE BASED ON SITE TOPOGRAPHIC <br /> BEDROCK: SILTY CLAYSTONE, MODERATE GRAY-BROWN, FIRM MAPPING, PROVIDED BY GOGGLE EARTH SURFACE IMPORT <br /> DESIGNED BY: x DATE:xxx <br /> DRAWN BY: SCALEAS NOTED <br /> EL <br /> CHECKED BY: x AS NOTED <br /> FOB NO.: #### <br /> 66 DWG NAME:CR-TEMPLATE 2018 DEVELOPME NT.DWI <br /> NORTH <br /> El- <br /> �M FEET) #### <br /> W <br /> Q <br /> EL <br /> W <br /> H <br /> SHEET: <br /> Know what's below. <br /> Y Call before you dig. <br /> a <br />