HomeMy WebLinkAboutB4-254 RES FOUNDTN RPT 2-24-04.PDFGr ROUND
T ECHNOLOGWAL
S ERVI("ES
Residential Foundation Test Result Form I
Windsong Village
Hickory, North Carolina
Prepared for: Craft Homes, USA
2649 Brekonridge Centre Drive, Suite 104
Monroe, NC 28110
Subdivision/GTS1 Pro ect 005105
J
Lor #, 87
Address: 1921 9'11 Street Place'SE
Permit #: 12004-00254
Number of Borings/Tests: 5
Range of -rest Depths: Existi ground surface to -4.0 �f� �feet III
Allowable Bearing Capacity: _1500_psf
'resting Date: 12/20/04
Crawsnace F-1
Based on our understanding; of the proposed construction and the
d In obtained at the
depths and locations indicated it is our Opinion that the soil sL1 Jade ill support typical
design bearing criteria in accordance with International ffivijfj�L C"', � t
This report has been prepared in accordance with generally accepted s�uls and foundation
engineering practices. In the event that any change occurs in the design, nature, or
location of the proposed structures, GTSJ should review the applicability of conclusions
and recommendations in this letter. ... !"MW
A
Sincerely, S . /00-.
�-.
Ground'rechnological Services, Inc. k;
L cA
2 8, 4 80
Donna E. Trimble , Andrew G Deal P. WC jr C. to
Environmental scientist on rcfO
Professional Engineer (( Pre-,ident
Ground Technological Services, Incur P.0, Box 2246 9 Huntersville NC *28070
1
(704) 987-8378 * fax (704) 987-8175