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GROUND ENGINEERING CONSULTANTS, INC. BORING LOG <br /> PROJECT NO. PROJECT SURFACE ELEV. BORING NO. <br /> 17-3043 Colorado Rose Red Granite Quarry RSG 2A <br /> LOGGED BY LOCATION DEPTH TO GROUNDWATER SHEET <br /> AG Lyons,Colorado N/A 1 OF 2 <br /> DATE COORDINATES DEPTH TO BEDROCK HOLE DIAMETER <br /> 08/02/2017 8 Ft. 8" <br /> DRILLER TOTAL DEPTH TREND <br /> Authentic 30 Ft, - <br /> DRILL RIG CAD FILE NAME FIGURE PLUNGE <br /> CME 550X 3043DRILLLOG04.DWG 3 90, <br /> SAMPLE DATA CORE DATA <br /> a p ui w F FRACTURES = v LITHOLOGIC NOTES ON DRILLING <br /> < iia a.o o v > w w ao DESCRIPTION CONDITIONS <br /> J Z m w 0 DESCRIPTION o J <br /> w o Lu <br /> LEGEND Q <br /> COLLUVIUM: Fine to coarse Begin Test Hole <br /> M Mechanical break :: sands and gravels with cobbles Begin ODEX Drilling <br /> P Planarity Index: and boulders, non-to low plastic, <br /> 1 Planar slightly moist, brown to red. <br /> 2 Somewhat Planar <br /> 3 Somewhat Irregular i+i i WEATHERED(SILVER PLUME <br /> 4 Irregular GRANITE):Grus/densely <br /> +� fractured,medium crystalline <br /> R Roughness Index: <br /> 1 Smooth z x+ quartz monzonite,red to gray, <br /> 2 Fairly Smooth i,+, i local iron staining. <br /> 3 Fairly Rough <br /> 4 Rough <br /> 5 <br /> S Stepped Fracture <br /> Surface rfi i <br /> i i�cc <br /> + SILVER PLUME GRANITE: End ODEX Drilling <br /> + Medium crystalline quartz Begin HQ Wireline Coring <br /> 100% 100% + monzonite, red to gray,local iron Begin Run 1 <br /> P3 R4 M 20° + staining. <br /> 10 + End Run 1 <br /> + Begin Run 2 <br /> + <br /> P4 R4 65° + <br /> P3 R3 80° <br /> + <br /> + <br /> 100% 93 <br /> + <br /> P3 R3 M 25° + <br /> PR R3 M 5° + <br /> + <br /> + <br /> + End Run 2 <br /> 1 P1 Rz so° + + Begin Run 3 <br /> P1 R2 60° + <br /> + <br /> + <br /> + <br /> 100% 100% Pt R2 45° + <br /> + <br /> + <br /> + <br /> + <br /> + <br /> 2 + End Run 3 <br />