Laserfiche WebLink
LOG OF BORING No. TS 6 Sheet 1 of 1 <br />Riser Pipe <br />. cl: <br />5 <br />WELL GRADED SAND WITH GRAVEL <br />Tan, moist to wet, medium dense <br />IN <br />WATER LEVEL OBSERVATIONS <br />WL 1 7.6' 10/16/03 <br />nl Measured to TOP of Casing <br />M. v• <br />•� :'� ' 10 <br />Silica Sand <br />.D: <br />:4'•' 1e <br />Slotted Pipe <br />.a: <br />Pipe Plug • :Cj: <br />20 <br />a •w . <br />Colorado <br />Geotech <br />2956 29th Street, Unit 21 <br />Greeley, Colorado 80631 <br />Phone: 970 - 506 -9244 <br />STARTED 9/18/04 FINISHED 9/18/04 <br />DRILLco. Drilling Eng DRILLRIG CME -55 <br />LOGGED BY BJC APPROVED DML <br />NCG PROJECT NO. 172 -03 <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 />p <br />W <br />_ <br />N <br />U <br />OJ <br />Q <br />tv <br />Z j <br />uj <br />to <br />WZ Q <br />U <br />K <br />W <br />-i <br />K <br />m <br />W O <br />w <br />Z <br />° <br />W <br />o_ W <br />The Shores MW2 <br />F <br />W <br />ry <br />to <br />ZO <br />O- <br />O <br />Oj <br />mZ <br />g <br />z <br />O_ <br />pD! <br />ZZ <br />O <br />> u <br />wU <br />QW <br />C7 <br />i <br />pa <br />=►- <br />0.5 6" TOPSOIL <br />W' y KI <br />Concrete <br />SILTY SAND <br />Brown to tan, moist, loose <br />Bentonite ..': <br />Riser Pipe <br />. cl: <br />5 <br />WELL GRADED SAND WITH GRAVEL <br />Tan, moist to wet, medium dense <br />IN <br />WATER LEVEL OBSERVATIONS <br />WL 1 7.6' 10/16/03 <br />nl Measured to TOP of Casing <br />M. v• <br />•� :'� ' 10 <br />Silica Sand <br />.D: <br />:4'•' 1e <br />Slotted Pipe <br />.a: <br />Pipe Plug • :Cj: <br />20 <br />a •w . <br />Colorado <br />Geotech <br />2956 29th Street, Unit 21 <br />Greeley, Colorado 80631 <br />Phone: 970 - 506 -9244 <br />STARTED 9/18/04 FINISHED 9/18/04 <br />DRILLco. Drilling Eng DRILLRIG CME -55 <br />LOGGED BY BJC APPROVED DML <br />NCG PROJECT NO. 172 -03 <br />