2016-07-12_REVISION - M1985112

• Permit No: M1985112
• IBM Index Class Name: Revision
• Doc Date: 7/12/2016
• Doc Name: Incompleteness Notice
• From: DRMS
• To: Loloff Construction, Inc.
• Type & Sequence: TR2
• Email Name: PSH
• Email Name: WHE
• Media Type: D
• Archive: No

TEST BORING REPORT Boring No. BA-6
Sheet No. 1 of 2
7,BRIERLEY oje : Loloff Slurry Wall File No. 514094-000
TES
r,�aIFDrnllincgt
ent: Hall Irwin Corporation Start: 01/19/16
99oS.Broadway Contractor: Finish: 01/19/16
Suite 222 Driller: Rocky
Denver,Colorado 80209 Casing Sampler Barrel Drilling Equipment and Procedures BA Rep.: Chris Karns
Type Rig Make&Model: CME-55 Elevation: 4636.504
Hollow SS,CA Hoist/Hammer: Safety
Inside Diameter(in.) 3.75" 1&3/8",2" Bit Type: Cutting Head Location:
Hammer Weight(lb.) 140 lbs. Casing: HSA Middle of the west side of the gravel pit.
Hammer Fall(in.) 30"
Water Level Data Sample Identification Notes
Water Date Time Elapsed Bottom Bottom Depth to
Level mm/dd/yy Time of Casing of Hole Water C California Barrel
i 01/19/16 12:30 None 30' 30' 29' CS Continuous Sampler R Core
S Split Spoon B Bulk
G Geo robe T Thin Wall Tube
0
Visual-Manual Identification and Description Laboratory Results
o U)
i�42
y T Soil:Density/consistency,color,GROUP NAME,max.particle size, E ^ n 3
a � —ID structure,odor,moisture,optional descriptions,geologic interpretation f0 0 to N
0 > °� ° m Rock:Hardness,weathering,color,LITHOLOGY,texture,
Lu m N joint spacing,drilling rate(min./ft) o
b i o o N
in a rn cn
0 >Y« 0-10',poorly graded SAND with silt and clay SP-SC
4635 rr<� -COARSE ALLUVIUM-
Y•Y•J,:4'
r Ffv'
5
Y.Y:ll.
4630
r rzx•
TY•R'J.'
it 2:?r'
rrex•
S 1 11 f;iiici ft' 36 53.5 10.5
9.0 10.5 21 rt rair:I Very dense,tan,poorly graded SAND with silt and gravel(SP-SM),
10 11" 31 4ililiki mostly fine to medium grained sand,few coarse sand,some gravel,
;;;; ,;» few fines, no odor,dry.
rtts:ct
4625 'a� -COARSEALLUVIUM-
:ii;rEd
arrr;
ryit'
15
u u:cr.
4620 liij tl:»I
ti tl.7'�
ZiTIlr
'1l 11�C4
•tu,bn
S-2 12 .rh5'ri 19 ft.
19.0 20. 19 Medium dense,tan,poorly graded SAND with silt and gravel(SP-
20 1g SM),some fine to medium grained sand,little to some coarse sand,
12 little cobbles,little fines.
4615 -COARSE ALLUVIUM-
ccaaa:r
r.re,:rrr
25 „hie
��'�'��'?�! Drill rig chatter-possible cobbles.
li:iiiiiiiii
4610
..............
i:i!iTi-i:i:
teen;a:
Maximum partite size is determined by direct observation within the limitations of the sampler.
Boring No:BA-6
NOTE:Soil and rock identification based on visual-manual methods of the USCS as practiced by Brierley Associates.