HomeMy WebLinkAbout1993-04-28 Soil Boring ReportI
I 10560 WAYZATA BOL: -EVARD • NLN,'JETCNKA. NJ- 7X305-1 C2'
(5121545-763-, . FAXC s- 2; 546-9_455
SCMOELL & MADSON, INC.
ENGINEERS • SURVEYORS • PLANNERS
SOILTESTING • ENVIFCNNEN'AL SERVICE -
April 28, 1993
Davie Carlson Companies, Inc.
896':Garland Court
Ede. Prairie, MN 55547
Subject: soil Borings for Big Island
Lake Minnetonka
SMI Project No. 60589-063
.nt lemen :
we were authorized to perform a geotechnical investigation
if your property on Big Island in Lake Minnetonka. The purpose
of the investigation was to gather information to assist in the
evaluation of soil and ground water conditions relative to
foundation support. Four hand auger borings were conducted on
the site.
The soil borings encountered a fine to coarse sand with much
gravel in all four holes. The material is very homogeneous below
the upper half -foot to one -foot layer of sod and topsoil. Ground
water was encountered at 1 -1/2 -foot to 2 feet below existing
grade across the site.
The boring locations are provided on the attached map. Two
borings were done on each of the proposed structures. The logs
of the borings indicating the soil types encountered are
enclosed. Soil conditions between borings may vary from our
observation. Soil identification was performed using ASTM D:2488
(visual -manual procedure). A chart summarizing the
classification criteria is also encloFad. No exploration program
can fully disclose all sub -surface conditions. If there are
changes in the scope of the project, please contact us so that we
may review our recommendations and modify them, if necessary.
Post -It" brand fax trans-mttai memo 7671
c11 //, 6,5S9
ISLAND POINTE
HAND AUGER
LOCATIONS
60589-063
lV'MANO LOG-AY10Ni
SCHOELL & MADSON, INC.
ENGINEERS • t JAVEYORS m PLANNERS
SOIL TESTING • ENVIRONMENTAL SERVICES
10560 WAYZATA BOULEVARD, SUITt 1
MINNETONKA, MINNESOTA 63303
(612) 546-7601 FAX: 546-9063
i SMI TESTING
BORING LOG —�- A DIVISION OF SCHOELL &
& MADSON, INC
' (512) W-701
PROJECT: Big Island,Lake MinnetonkaDATE: _ 4/23/93
SMI NUMBER: 60589-063 SCALE:
BORING NO. 3 ELEV. 930.0
BORING NO. q EL.E1l. 930.3
Big Island
Big Island
CPTH
omw 01PYATN"
CPTH
04="nOMCOMATfAtAL
Top soil and sod
Top soil and sod
some sand tree roots
some sand
1
1
Fine to coarse brcan sand
Fine to coarse br--wn sand
2
2
Water level at 1.8'
Water level at 1.8'
3
3
4
4
5
5
6
6
End o: boring at 6.0'
7
7
s
e
9
9
End o: boring at 9.0'
1
1
WAT" uva1
w' M
CCayorTa
cG+�QiT7
i SMI TESTING
BORING LOG - A DIVISION OF SCHOELL &
& MADSON, INC
(612) 546-7601
PROJECT: Big Island, Lake MinnetcnAATE: Q/23/93
SMI NUMBER: 60589-063 SCALE:
BORING NO. i ELEV. 930.7 BORING NO. L'ELEV.
2 930.7
Big Island Big •Island
CPTH
C9WAtPMM CP MATKUL C"rA DUCAPMN Of MATUAL
Top soil and sod Top soil and sod
some sand some sand
1
1
Fine to coarse brown sand
2
Fine to coarse brown sand
3
Water level at.2.0' 3 Water levees 1.6'
4
S
5
6.
7
7
8
End of boring at 8.0'
9
9
End of -boring at 9.0'
1
0—
wAM XYZL wAM U AL
Op1"MM Elevations
interpolated from survey
SCHOELL & MAOOON, IVC.
David Carlson Companies, Inc. 2 April 28, 1993
The site plan indicates two house lots will be developed on
the site. The soil conditions on each building site should be
evaluated by a competent soils engineer at the time of basement
excavation.
RC/cj
enc.
Very truly yours,
SCHOELL & MADSON, INC.
Q•
Richard Creveling
I hereby certify that this plan, specification,
or report was prepared by me or under my direct
supervision and that I am a duly registered
Professional Engineer under the laws of the
State of Minnesota.
Data: 3 Reg. No.: e///Z
This drawing, report or survey has been checked
and reviewed this 28th day of April, 1993
By