HomeMy WebLinkAboutGeoTech Footing Inspection for BLD2007-1934 - BLD Inspections - 6/29/2009 GroTmIMICAL TESTING LABORATORY
SUNDANCE SOLAR
3301 WEST HIGHWAY 16
PORT ORCHARD,WA 98367
RE: FOOTING INSPECTION
EAST SHERWOOD ROAD,ALLYN
PARCEL 122307590032-34
N47 22.049'W122 50.935'
DATE: 06/29/2009
Gentlemen:
As per your request, we have conducted a site inspection for the above referenced project. The results of this
investigation are to be found in the following letter. We have provided three copies for your review and
distribution.
The site was visited on June 26, 2009 by P. Lamichhane and V. Chaudhary. The purpose of the site visit was
to visually observe the foundation materials at the proposed building site. The site is located off East
Sherwood Road in Allyn, WA. During the time of our site visit, the wooden forms and reinforcement bars
were laid out for placing concrete on the footing area of the proposed building.
Visual reconnaissance of the building area revealed that there was no standing water present on site.
Subsequent T-probing of the soils in the footing area revealed that the ground surface in the building pad area
is firm and unyielding except for the surficial material up to two inches depth. T- Probe could not penetrate
more than two inches into the soil on the footing area for the proposed building.
It is our opinion that the building site meets the conditions for construction suitability. Placing of concrete
may commence as per schedule. If you have any questions concerning the above items, the procedures used,
or if we can be of any further assistance please call us at the phone number listed below.
Washj' �o
Sincerely,
6 s �s
Engineering Geologist ,� Curtis D Cushman, LEG
2439 �`' Senior Engineering Geologist
Sad Geo�o
--IS DE 11 CUSHMAN
09-0114 10011 Blomberg
�e g Street SW, Olympia, WA 98512 1
Phone#: (360)754-4612 Fax#: (360)754-4848
J