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LOG OF BORING No. TS 3 <br />Sheet 1 of 1 <br />CLIENT <br />ARCHITECT /ENGINEER <br />Hall Irwin Construction <br />Leaf Engineering <br />SITE Proposed Slurry Walls <br />PROJECT <br />Weld County, Colorado <br />Monitoring Wells <br />SAMPLES <br />TESTS <br />o <br />o <br />a <br />O= <br />O <br />U <br />U <br />CL <br />Nw <br />o' <br />j0 <br />W <br />w <br />Ul <br />UJ <br />The Shores MW2 <br />a <br />J <br />F- <br />a <br />Co <br />LU <br />o� <br />0 <br />C <br />Z a <br />LU <br />mZ <br />Z <br />CL <br />?Z <br />LL <br />Da <br />=F0�- <br />t- <br />0.5 6" TOPSOIL <br />+• <br />OfConcret <br />Bentonite <br />SILTY CLAYEY SAND <br />Brown to tan, moist, loose <br />3.0 <br />d.' <br />Riser Pipe <br />.rr:• <br />5 <br />... ;� <br />ZI <br />WELL GRADED SAND WITH GRAVEL•b <br />• o �'� <br />Tan, moist to wet, medium dense <br />10 <br />Silica Sand <br />Q• <br />+Z <br />.o: <br />ci• ©• <br />•L'' <br />15 <br />Slotted Pipe <br />c••. <br />17.0 <br />• �'•' <br />WEATHERED SILTSTONE/CLAYSTONE <br />Blue to gray, moist, soft <br />Pipe Plug <br />20.0 <br />20 <br />BOTTOM OF BORING <br />a WATER LEVEL OBSERVATIONS <br />Northern <br />Colorado <br />STARTED 9/18/04 <br />FINISHED 9/18/04 <br />o WL <br />8.4' 10/16/03 <br />Geotech <br />DRILL co. Drilling Eng <br />DRILL RIG CME -55 <br />W <br />2956 29th Street, Unit 21 <br />LOGGED BY BJC <br />APPROVED DML <br />LL <br />Greeley, Colorado 80631 <br />Phone: 970 506 -9244 <br />Fax: 970 - 506 -9242 <br />N Measured to Top of Casing <br />IL <br />NCG PROJECT No. 172 -03 <br />