REP01903

• Permit No: M1999098
• IBM Index Class Name: Report
• Doc Name: SLOPE STABILITY REPORT FOR RIVERVIEW RESOURCE
• Media Type: D
• Archive: No

LOG OF TEST BORING NO. 11 Page 1 of l
Orr Land Company I
SITE Weld Count}' Roads 64 & 2g ~ PROJECT
Weld Count}, Colorado Gravel Stud}•
SAM PLE S TESTS
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SILTY SAND i 1 BS
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Composite Sample at 3 - 10' -
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6.. WELL GR_4DED SAND WITH GRAVEL
71 Sy, AND COBBLES '
~~o Tan, we[, medium dense ]
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Cobbles 3-a" max rypica]
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WEATHEREDSANDSTON.
15_0 Tan, moist, poorly cemented
1
E STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY ONES
TwEEN SOIL AND ROCI: TYPES IN~SITU. THE TRANSITION MAY BE GRADUAL
55'ATER LEVEL OBSERS'ATIONS 80RING STP,RTED 3.9.99
L " 4.0' ~5•D•I= 4.0' a•B• BORING COMPLETED 3_9_99
L ~ 1 ~rr~con RG CME-75 FoREnt.AN DhII.
15 L Water Checked 3 D8v5 A. B. APPROVED DI1IL ~ Io6 a 31995030