HomeMy WebLinkAbout20160796.tiff PROFILE HOLE INFORMATION
PROFILE HOLE#1 PROFILE HOLE#2
0 43,2 0"-19" CLAY-LOAM, 15% ROCK FRAGS, COLOR= 'y} 0"-19" CLAY-LOAM, 15% ROCK FRAGS, COLOR= -
4 10YR 4/2, MOTTLES= NONE, REDOX= NONE, • 10YR 4/2, MOTTLES= NONE, REDOX= NONE,
1 � BLOCKY, MODERATE, FIRM CONSISTENCE, MOIST, BLOCKY, MODERATE, FIRM CONSISTENCE. MOIST,
,. 1 -
1"-2" RIBBON ' 1"-2" RIBBON -
2 ti 2
4 19"-31" SAND, <10% ROCK FRAGS, COLOR= 10YR , 19"-30" SAND, <10% ROCK FRAGS, COLOR= _
3Z 'rii 3/1, MOTTLES=DEPOSITS OREDOX--R NGE W/BLACK AT 30",CONCENTRATIONS, GRANULAR, 2:
ice: 30", WHITE DEPOLES=SITS, REDOX=
W/BLACK AT 3
�
— t' LOOSE, LOOSE CONSISTENCE, SL MOIST NO RIBBON CONCENTRATIONS, GRANULAR, LOOSE, LOOSE — w
I` 4 1` + _ ;.' CONSISTENCE, SL MOIST NO RIBBON 4 Is
0; 49 i's — I
5 - , 5 =
LL •;t 31"-96" SAND, 15-20% ROCK FRAGS, COLOR= C1 30"-96" SAND, 15-20% ROCK FRAGS, COLOR= _ a
0 6 >= 5YR 6/4, MOTTLES= ORANGE, WHITE DEPOSITS, _• 5YR 6/4, MOTTLES= ORANGE, WHITE DEPOSITS, 6 a
REDOX= CONCENTRATIONS, GRANULAR, LOOSE, REDOX= CONCENTRATIONS, GRANULAR, LOOSE,
;4 LOOSE CONSISTENCE, SL MOIST NO RIBBON r LOOSE CONSISTENCE, SL MOIST NO RIBBON —
7 p; :.e 7
—
8 REDOX/MOTTLING OBSERVED AT REDOX/MOTTLING OBSERVED AT 8
APPROXIMATELY 30". APPROXIMATELY 3D". _
96" END PROFILE HOLE. NO 96" END PROFILE HOLE. NO
9 GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED 9
WHILE DIGGING WHILE DIGGING —
10 10
NOTES: 1. THE EXPLORATORY TEST PIT WAS DUG ON APRIL 20, 2015 USING A CAT 420D BACKHOE.
2. GROUNDWATER WAS NOT ENCOUNTERED AT THE TIME OF EXCAVATING, NOR WHEN THE GROUNDWATER
MONITORING PIPE WAS CHECKED 49—DAYS AFTER THE INVESTIGATION.
1 ea Topsoil • Limiling Condition: CONDITIONS AT TIME OF SUBSURFACE INVESTIGATION:
Groundwater FULL OVERCASET, RAINING, LT. BREEZE FROM W, TEMP=
2 ® Pavement 40'F
3 M Fill material
6 V Silt
9 O Clay
13 real Sand
14 ii.I;PI Gravel
15 Idol Cobbles
32 INwoo
Claystane
47 ® Sandstone cemented
2655 him
Sandstone
_Yb INDICATES DEPTH TO FREE WATER AND THE NUMBER
- OF DAYS AFTER DIGGING THE MEASUREMENT WAS
TAKEN
SOILS LOG REVISIONS DESIGNED eI: n"" , ALLES TAYLOR
MARK PHILLIPS a„N"u°o °°" DRAWN IN:� M & DUKE, LLC �• M
CHECKED ' 3E10 35h Are, Unit 6
15714 N. DIVISION ST. Croon, Colorado 80020 ? A T D
Platteville, CO. 80651 NSE PROJECT NO. (970) 330-0300 •'.- c.
COUNTY OF WELD COLORADO "°'
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WELD COUNTY BUILDING INSPECTIONS
1555 N. 17t" Avenue
Greeley, Colorado 80631
Attn: Chief Building Inspector
INSPECTION REPORT No. 1
1
PROJECT: MARK & JENNIFER PHILLIPS RESIDENCE
PERMIT NO:
DATE: July 21 to August 27, 2015
TIME: 11 : 49 A.M.
WEATHER: Clear, 78 degrees F SITE: Dry
MEETING: Project Site - 15714 Division Street, Platteville
Colorado, and or, Lot 3, Block 3, Olinger Subdivision;
Foundations, Inc. , Owner, Jay Freese, FREESE ENGINEERING, Owner,
Joseph P. Engels, Engels Design Associates.
OPEN HOLE INSPECTION: July 21, 2015
Excavation was complete and soils encountered are consistent with
the Soils Report provided. No issues taken and Footings and
Foundation was allowed to proceed.
•
FOOTINGS INSPECTION: July 23, 2015
Footing and Pad inspection with re-bar is approved and concrete
placement was allowed to proceed. All sizes and placement is as
per Construction Documents dated July 15, 2015.
FOUNDATION INSPECTION: July 27, 2015
Foundation wall forming and reinforcement inspection is as per
plans and specifications delineated on Construction Doci.1.ments
sheets A-2 and A-6 dated July 15, 2015. The concrete encased
electrode, Upper ground, was installed correctly and in the proper
location in proximity to the electrical service and approved. It
was instructed to the General Contractor / Owner that it was
approved to continue with the placement of concrete.
DAMP PROOFING & DE-WATERING SYSTEM INSPECTION: August 3, 2015
Damp proofing was done with ASTM approved product and correctly
applied to the concrete walls and as inspected approved. The
perimeter interior and exterior drain system as inspected also was
installed and product is approved as per plans and specifications .
WELD COUNTY BUILDING INSPECTIONS
1555 N. 17"' Avenue
Greeley, Colorado 80631
Attn: Chief Building Inspector
INSPECTION REPORT No. 1
PROJECT: MARK & JENNIFER PHILLIPS RESIDENCE
PERMIT NO:
DATE: July 21 to August 27 , 2015
TIME: 11 : 49 A.M.
WEATHER: Clear, 78 degrees F SITE: Dry
MEETING: Project Site - 15714 Division Street, Platteville
Colorado, and or, Lot 3, Block 3, Olinger Subdivision;
Foundations, Inc. , Owner, Jay Freese, FREESE ENGINEERING, Owner,
Joseph P. Engels, Engels Design Associates .
•
OPEN HOLE INSPECTION: July 21, 2015
Excavation was complete and soils encountered are consistent 4ii.h
the Soils Report provided. No issues taken and Footings and
Foundation was allowed to proceed.
FOOTINGS INSPECTION: July 23, 2015
Footing and Pad inspection with re-bar is approved and cor.arore
placement was allowed to proceed. All sizes and placement is as
per Construction Documents dated July 15, 2015 .
FOUNDATION INSPECTION: July 27, 2015
Foundation wall forming and reinforcement inspection is as per
plans and specifications delineated on Construction Documents
sheets A-2 and A-6 dated July 15, 2015 . The concrete encased
electrode, Upper ground, was installed correctly and in the proper
location in proximity to the electrical service and approved. It
was instructed to the General Contractor / Owner that it was
approved to continue with the placement of concrete.
DAMP PROOFING & DE-WATERING SYSTEM INSPECTION: August 3, 2015
Damp proofing was done with ASTM approved product and correctly
applied to the concrete walls and as inspected approved. The
perimeter interior and exterior drain system as inspected also was
installed and product is approved as per plans and specifications .
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