8.0 17-0479 FH Sketch and Draft Borings = Approximate Soil Boring Location
SB-4
SB-1
SB-3
SB-2
Haugo GeoTechnical
Services.
2825 Cedar Avenue S.
Minneapolis, MN 55407
SB-5
Figure #: 1
Drawn By: RD
Date: 6/15/17
Scale: None
Project #: 17-0479
SB-6
Soil Boring Location Sketch
Vistas at Bentz Farm 2nd
Chanhassen, Minnesota
DraftSilty Sand, black, moist. (Topsoil)
(CL) Lean Clay, trace Gravel, rust staining, brown to mottled
brown and grey, wet, rather stiff to medium. (Glacial Till)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist to
wet, medium to rather stiff. (Glacial Till)
(CL) Sandy Lean Clay, trace Gravel, grey, moist, rather stiff to
stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
25
SS
26
SS
27
SS
28
SS
29
SS
30
SS
31
SS
32
3-4-5
(9)
2-3-3
(6)
3-4-4
(8)
3-5-5
(10)
3-4-5
(9)
2-4-6
(10)
4-6-7
(13)
NOTES
GROUND ELEVATION 967 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING --- Not Encountered
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered with Cave-In Depth of 4 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-1
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959
DraftSilty Clay, black, moist. (Topsoil)
(CL-ML) Silty Clay, mottled brown and grey, wet. (Alluvium)
Bottom of borehole at 10.0 feet.
NOTES
GROUND ELEVATION 962.3 ft
LOGGED BY MS
DRILLING METHOD Hand Auger
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING 4.00 ft / Elev 958.30 ft
AT END OF DRILLING --- Not Encountered
AFTER DRILLING 4.00 ft / Elev 958.30 ft
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-2
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959
DraftSilty Clay, black, moist. (Topsoil)
(CL-ML) Silty Clay, dark brown, wet. (Alluvium)
(CL-ML) Silty Clay, mottled brown and grey, wet. (Alluvium)
Bottom of borehole at 10.0 feet.
NOTES
GROUND ELEVATION 970.2 ft
LOGGED BY MS
DRILLING METHOD Hand Auger
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING 5.00 ft / Elev 965.20 ft
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-3
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959
DraftPoorly Graded Sand with Silt, fine to medium grained, trace
Gravel, brown, moist. (FILL)
Lean Clay, black, wet. (Topsoil)
(CL) Lean Clay, trace Gravel, rust staining, mottled brown and
grey, wet, soft. (Alluvium)
(SC) Clayey Sand, fine to medium grained, trace Gravel, rust
staining, mottled brown and grey, loose. (Alluvium)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist to
wet, medium to rather stiff. (Glacial Till)
(CL) Sandy Lean Clay, trace Gravel, grey, moist, rather stiff to
stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
17
SS
18
SS
19
SS
20
SS
21
SS
22
SS
23
SS
24
2-2-3
(5)
1-1-1
(2)
2-2-4
(6)
2-3-4
(7)
3-5-5
(10)
3-4-6
(10)
4-7-9
(16)
NOTES
GROUND ELEVATION 971.8 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING 10.00 ft / Elev 961.80 ft
AT END OF DRILLING --- Not Encountered
AFTER DRILLING 3.00 ft / Elev 968.80 ft with Cave-In Depth of 13 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-4
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959
DraftSilty Clay, black, moist. (Topsoil)
(CL-ML) Silty Clay, trace Gravel, with Poorly Graded Sand with Silt
seams, rust staining, mottled brown and grey, wet, rather soft to
rather stiff. (Alluvium)
(CL) Sandy Lean Clay, trace Gravel, rust staining, brown, moist,
rather stiff to very stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
9
SS
10
SS
11
SS
12
SS
13
SS
14
SS
15
SS
16
2-2-3
(5)
1-2-4
(6)
2-2-4
(6)
2-4-6
(10)
2-4-7
(11)
3-6-7
(13)
7-8-10
(18)
NOTES
GROUND ELEVATION 977.7 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING 6.00 ft / Elev 971.70 ft
AT END OF DRILLING --- Not Encountered
AFTER DRILLING 3.80 ft / Elev 973.90 ft with Cave-In Depth of 12 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-5
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959
DraftSilty Clay, black, moist. (Topsoil)
(CL) Lean Clay, trace Gravel, dark brown, moist to wet, medium.
(Alluvium)
(CL-ML) Silty Clay, trace Gravel, rust staining, mottled brown and
grey, moist to wet, medium to rather stiff. (Alluvium)
(CL) Sandy Lean Clay, trace Gravel, rust staining, grey, moist, stiff
to very stiff. (Glacial Till)
Bottom of borehole at 21.0 feet.
AU
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
SS
8
3-3-4
(7)
3-3-3
(6)
2-4-5
(9)
6-8-12
(20)
6-9-11
(20)
6-7-9
(16)
5-7-6
(13)
NOTES
GROUND ELEVATION 982.3 ft
LOGGED BY MS
DRILLING METHOD Hollow Stem Auger/Split Spoon
DRILLING CONTRACTOR HGTS GROUND WATER LEVELS:
CHECKED BY JC
DATE STARTED 6/12/17 COMPLETED 6/12/17
AT TIME OF DRILLING 15.00 ft / Elev 967.30 ft
AT END OF DRILLING --- Not Encountered
AFTER DRILLING --- Not Encountered with Cave-In Depth of 4 feet
HOLE SIZE 3 1/4 inches
FINES CONTENT (%)
20 40 60 80
20 40 60 80
PL LLMC
DEPTH(ft)0
5
10
15
20 GRAPHICLOGMATERIAL DESCRIPTION
SAMPLE TYPENUMBERRECOVERY %(RQD)BLOWCOUNTS(N VALUE) SPT N VALUE
20 40 60 80
NOTESMOISTURE CONT.(%)PAGE 1 OF 1
BORING NUMBER SB-6
CLIENT Homestead Partners
PROJECT NUMBER 17-0479
PROJECT NAME Vistas at Bentz Farm 2nd
PROJECT LOCATION Chanhassen, MN
GEOTECH BH PLOTS - GINT STD US LAB.GDT - 6/16/17 14:04 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\17-0479 VISTAS AT BENTZ FARM 2ND.GPJHaugo GeoTechnical Services
2825 Cedar Ave
Minneapolis, MN 554057
Telephone: 612-729-2959