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HomeMy WebLinkAbout2219 Ballard Ln - Special Inspections/Engineering - 09/13/2012T E 45 TOTAL ENGINEERING SERVICE, INC. 1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 September 13, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20" Street Building L, Suite 200 Greeley, CO 80634 Re: 2219 Ballard Lane Maple Hill — 4t' 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. C� Tom Cope, P.E. President 12-148 T S 4E TOTAL ENGINEERING SERVICE, INC. 1601 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: Footing and Foundation Observation 2219 Ballard Lane Maple Hill — 4t' 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 "Wer" 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 observed on September 14, 2012 and the foundation walls were observed on September 17, 2012. Please give me a call if you have any questions. Sincerely, TOTAL ENGINEERING SERVICE, INC. SA 24995 Tom Cope, P.E. President 12-148 0 T s 4E TOTAL ENGINEERING SERVICE, INC. 1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 September 19, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20t' Street Building L, Suite 200 Greeley, CO 80634 Re:. Foundation Subsurface Drainage System 2219 Ballard Lane Maple Hill — 4t' 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 complete 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. ©.......... C AA l 2449 Tom Cope, P.E. President sS/� �',', ONAI 12-148 I T s 4E TOTAL ENGINEERING SERVICE, INC. 1601 37" ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 September 19, 2012 Mr. Jeff Demaske Journey Homes, LLC 7251 W. 20th St., Bldg L, Ste. 200 Greeley, CO 80634 RE: Foundation Damp Proofing 2219 Ballard Lane Maple Hill — 4`h Replat Fort Collins, Colorado Dear Jeff: As requested, Total Engineering staff observed the foundation damp proofing and found it to be complete and in substantial 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, INC. 2499 s Tom Cope, P.E. d a a President frt0 12-148