HomeMy WebLinkAbout2207 Ballard Ln - Special Inspections/Engineering - 09/12/2012T
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TOTAL ENGINEERING SERVICE, INC.
1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
September 12, 2012
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20" Street
Building L, Suite 200
Greeley, CO 80634
Re: 2207 Ballard Lane
Maple Hill — 4ch Replat
Dear Jeff:
Total Engineering Service, Inc. (TES) conducted a foundation excavation review for a single-
family residence under construction at the above -referenced site located in Ft Collins,
Colorado.
The footings were excavated to the clayey silty sand, which is similar to those soils described
in the Preliminary Subsurface Exploration Report, Maple Hill Subdivision, prepared by Earth
Engineering Consultants, Inc, EEC project number 1002250 and dated January 19, 2001.
TES did not encounter groundwater within two feet of the proposed footing elevation. The
soils supporting the footings will be a low expansive material. Based on the soil conditions
encountered within two feet of the footing level, a continuous spread footing may be designed
and constructed in accordance to the above mentioned Preliminary Subsurface Exploration
Report.
Please contact me if you have any questions concerning this matter.
Sincerely,
TOTAL ENGINEERING SERVICE, INC.
Tom Cope, P.E.
President
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E S
TOTAL ENGINEERING SERVICE, INC.
1601 37th ST. • EVAIVS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
September 14, 2012
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Footing and Foundation Observation
2207 Ballard Lane
Maple Hill —4�' Replat
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering Service, Inc. staff observed the footing and foundation
formwork and reinforcing steel for the above referenced single family residential property and
found them to be in substantial compliance with the design drawings prepared for this
structure. The "Ufer" electrical ground system was placed in the footing and meet the
requirements of Article 250.52(A)(3) of the 2008 National Electrical Code {NEC). The footings
were obsenred on September 13, 2012 and the foundation walls were observed on September
14, 2012.
Please give me a call if you have any questions.
Sincerely,
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E S
TOTAL ENGINEERING SERVICE, INC.
7601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
September 17, 2012
Mr. Jeff Demaske
Journey Homes, LLC
7251 W. 20th St., Bldg L, Ste. 200
Greeley, CO 80634
RE: Foundation Damp Proofing
2207 Ballard Lane
Maple Hill — 4`h Replat
Fort Collins, Colorado
DearJeff:
As requested, Total Engineering staff observed the foundation damp proofing and found it to
be complete and in substantiai compliance with the design drawings prepared for this structure
at the date of the inspection.
Please give me a call if you have any questions.
Sincerely,
TOTAL ENGINEERING SERVICE, 1NC.
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E S
TOTAL ENGINEERING SERVICE, INC.
1601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
September 19, 2012
Mr. Jeff Demaske
Joumey Homes, LLC
7251 W. 20�h Street
Building L, Suite 200
Greeley, CO 80634
Re: Foundation Subsurface Drainage System
2207 Ballard Lane
Maple Hill —4�' Replat
Fort Collins, Colorado
Dear Jeff:
As requested, Total Engineering Service (TES) staff observed the foundation subsurface
drainage pipe and sump pit perimeter drain system. TES found it to be compiete and in
substantial compliance with the design drawings prepared for this structure at the date of this
observation.
Please give me a call if you have any questions.
Sincerely,
TOTAL ENGINEERING SERVICE, INC. ya1�`�,t41� �g�t�j�'1�j�
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