HomeMy WebLinkAbout2633 Milton Ln - Special Inspections/Engineering - 02/04/2010(3 I 0 00 Ll 1p Q
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TOTAL ENGINEERING SERVICE, INC
1601 37" ST • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252
February 4 2010
Mr Jeff Demaske
Journey Homes
7251 W 20th Street
Building L Suite 200
Greeley CO 80634
Re 2633 Milton Lane
Maple Hill Subdivision
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 natural 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 clayey silty sand 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
---- „100 REo,,,•,
Tom Cope P E _ 24995 -
President =
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