Report GOO SOREN
Engine ne njlnc ;
13910 SW Galbreath Drive, Ste. 102
Sherwood, Oregon 97140
Tel (503) 625-4455 • Fax (503) 625-4405
October 17, 2011
Project No 11 -2437
M & D Development Inc
27485 SW Xanthus Court P15 CAW- /_ 00 /6 7
Sherwood, OR 97140
Phone 503 - 516 -7700 ) LJ/ 4' qq S LT/
Email: markbritvahoo corn O lei
FOUNDATION EXCAVATION REVIEW
LOT 29 — BRITTANY MEADOWS
TIGARD, OREGON
Reference GeoPacific Engineering, Inc Soil Engineer's Summary At Conclusion of Earthwork,
Brittany Meadows, Job No 9331, August 21, 2007.
GeoPacific Engineering Inc. visited the site to review the house foundation excavation subgrade for
bearing conditions only on a gently sloping housesite We understand that the proposed residence is
a two -story single - family home. The excavation generally exposed engineered fill with sand and
gravel The observed subgrade is adequate for spread foundation support to a maximum allowable
bearing pressure of more than 1,500 psf If footings are located within the zone of influence of vertical
cuts, then some gravel backfill may be necessary to support the vertical face.
It is also possible that the subgrade could become softened by rain, in such event, it should be
mucked out from beneath footings just prior to pour No deck footing, patio, or other appurtenant
structure subgrades were observed.
Our work scope pertains to a geotechnical engineer's foundation excavation review only and the
conditions existing and exposed at the time of our site visit No warranty is herein expressed or
implied This report was prepared for M & D Development only and should not be relied upon by
third parties without consulting GeoPacific If you have any questions, please call.
Sincerely,
GeoPacific Engineering, Inc.
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James D Imbue, P E uq e
Geotechnical Enginee M ES D.I M� P
EXPIRES: 06/30/2013