Laserfiche WebLink
PROJECT NAME Mining Property,Highway 263 PROJECT NUMBER 22.3050 n/�\n/� <br /> BORING LOCATION See Figure 2 BORING ELEVATION I v I V V <br /> DRILLING COMPANY/RIG Dakota Drilling/CME-55 CMTTS REP. J. Edwards <br /> DRILLING METHOD 7in.Diameter HSA DATE STARTED 9/12/2022 <br /> HAMMER SYSTEM Automatic Hammer DATE COMPLETED 9/12/2022 Page 1 of 3 <br /> SAMPLE <br /> �r <br /> Oy <br /> (�7 ELEVATION(ft) MATERIAL DESCRIPTION DEPTH(ft) WELL DIAGRAM <br /> SAND,clayey,with gravels less than 1",slightly moist,light brown. -Concrete pad <br /> with 2.5'steel <br /> stickup <br /> 3 <br /> CLAY,sandy,slightly moist,light brown. <br /> — -Bentonite <br /> 5 <br /> 5 — <br /> SAND and GRAVEL,with clay,1"to 2"gravels,moist,brown. <br /> 4' <br /> .'Q. -10/20 <br /> i:•;a Washed Silica <br /> C.' Sand <br /> 10 10•:i •.2 <br /> SAND,gravelly,1"to 2"gravels,moist to wet,brown.X. <br /> .: .: <br /> -2"S40 PVC <br /> •' Riser <br /> 15 <br /> .o <br /> Jo <br /> o <br /> . .4 <br /> 1. <br /> 20o <br /> �" <br /> •;. <br /> :; <br /> o <br /> o <br /> .; <br /> 25 <br /> 25 <br /> SAND and GRAVEL,with day,1"to 2"gravels,occasional 3"to 4"gravels estimated,wet, •. <br /> •'Q• brown. <br /> o <br /> o <br /> •� <br /> 30 .'Q. <br /> • •• 32••: <br /> CLAY,wet,brown. <br /> •: <br /> o <br /> V] o* <br /> ;. <br /> LEGEND <br /> WATER LEVEL AT TIME OF DRILLING ® BULK SAMPLE <br /> Q_# WATER LEVEL#DAYS AFTER DRILLING m STANDARD PENETRATION TEST <br /> �# DEPTH OF CAVE#DAYS AFTER DRILLING <br /> &SARE, INC. cmr <br /> 1 TECHNICAL <br /> DEPTH OF REFUSAL E rK•aa«•rr.Ra�,sc"••.Y"•aw�.c,•.•�. a R V I c E a <br />