Report (19) G
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Engineering, nc.
Real-World Geotechnical Solutions 14835 SW 72nd Avenue Tel(503)598-8445
Investigation•Design•Construction Support Portland,Oregon 97224 Fax(503)941-9281
DAILY FIELD REPORT
PROJECT DATE
Walnut Ridge April 13,2017
PROJECT NUMBER WEATHER
14-3586 Overcast,50s
CLIENT CONTRACTOR
Riverside Homes LLC
PERMIT NUMBER PAGE# --
- 1 oft
Inspection Notes: (Include location,testing data,substitutions/deviations,materials,and methods of construction,conformance statement,etc.)
TYPE OF OBSERVATION:
Foundation Subgrade Review—Lots 3 and 4
GeoPacific engineering technician Eric Merritt was onsite to observe the foundation excavation for Lots 3 and 4 at the
Walnut Ridge site. It is our understanding that the planned structures will consist of single-family residences utilizing
conventional spread footings.
At the time of our site visit, the foundation excavation for Lots 3 and 4 was complete and extended 1.5 to 4 feet below
the surrounding grade. The foundation bearing soils consisted of native silt soils,which were evaluated with a%-inch
soil probe. Probing efforts indicated stiff soil consistency at each lot. The layout of Lots 3 and 4 slope to the north, and
the footing plan includes several short steps. Footing-to-slope setbacks were evaluated and determined to be
adequate. Footing-to-wall setbacks were not an issue. Based on observed conditions, foundation subgrade soils as
prepared are considered suitable to support the anticipated allowable bearing pressures.
4
ter .
DISTRIBUTION LIST: OBSERVED BY:
nmunson@riversidehome.corn Eric Merritt
bgroves@riversidehome.corn
GeoPacific Engineering, Inc. Signature
Information contained herein pertains to materials tested/inspected only. The fact that any particular work has been observed or tested does not waive
the contractor's responsibility for the means and methods of construction,job site safety,or to comply with the contract documents. This information
contained herein should be considered preliminary until review by the project engineer.