2006-12-19_REVISION - M2001107

• Permit No: M2001107
• IBM Index Class Name: Revision
• Doc Date: 12/19/2006
• Doc Name: Adequacy Review Response
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: TR3
• Media Type: D
• Archive: No

LOG OF TEST BORING NO
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OWNEWCUENC ARCHITECTJENOINEFA
Rollin Consulting
sl'1'~Iorthwest comer of Weld County Roads 18 and 25 PROJEC!'
Weld Count ,Colorado Pro sed Gravel Pit
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~~ TO FAT CLAY WJTI{ SA
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_G~A dark gray brown, moist to wet.
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e SAND W[TH GRAVEL, slightly silty, more
~C`. aDd lazger gravel with iDCreasiag depth, 20
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v.¢, rusty browD, araage, wet, medium dense
to dense.
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34.0
35.0 CLAYSTONE, silty, moderate pLtstieity, 35
gray, slighdy moist to moist.
BOTTOM OF BORING
ram sTaATmtcnnoN LINES AerArsext' 77IN APPROxIMAre aouNDwaY t~+es
6E[WEEN 90D. AND AOCK 7'YPESS: INS[IU, THE reANSIt70N NAY BE OAADUAL.
WATER LEVEL OBSERVATIONS BORING STARTED 5-20-99
WL $ SR0/9939 ~ ~1~9~ l~ BORiNGCOMPI.EfED 5-20-99
wt a ~rr~con R10 Mobile B-57 wRFl~1nN DJD
Wl. APPROVED ~W JOB>f 229950g1