View
2
Download
0
Category
Preview:
Citation preview
APPENDIX A – SOIL BORINGS
!A
!A
!A !A !A
!A !A
32113181317531573145307530553025-31-333005
3186-3180-317431703162315231483140 3190313031203110 3184307030603012 30243016-3008-30103000 3014 30263022
3042
3040
3050
3070
3051
3075
3080
3074
3071
3090
3085
3100
3095
3120
3015-17-19-21-23-25-27-3029
3010-12-14-16-18-20-22-24-3026
3111
Platt Rd B-8 2006
Packard Rd B-2 2010
Packard
Rd B-1 2
010
St Aubin Ave ST-2 2012
St Aubin Ave S
T-1 20
12Packard Rd
Platt R
d
St Aubin Ave
Cree
k Dr
Aspen Ln
Elmwo
od Av
e
Bellw
ood A
ve
Maple
wood
Ave
AS-1
AS-2
AS-3
21.4
18.7
1500*
4500*
5
4
4
8
10
0.3
0.9
3.5
5.0
Bituminous Concrete (4 inches)Fill: Brown Sand and Gravel with trace silt
(Natural Aggregate Base, 7 inches)
Fill: Medium Dark Gray Sandy Clay withtrace gravel
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Boring performed 7 feet north of South Sidewalk* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
Figure No. 107
SUBSURFACE PROFILEDEPTH
(ft)
5
10
15
Project Location: Ann Arbor, Michigan
Project Name: Ann Arbor Geotechnical
G2 Project No. 120547A
GROUND SURFACE ELEVATION: N/A
Soil Boring No. ST-2
5ftSeptember 21, 2012
G2 Consulting Group, LLCJ. Hayball, P.E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
2054
7A.G
PJ
G2_
CO
NS
.GD
T 1
0/1
9/12
Latitude: N/A Longitude: N/A
AS-1AS-2
AS-3
10.2
18.0
1000*
5000*
4
4
3
11
9
0.3
0.7
3.0
5.0
Bituminous Concrete (4 inches)Fill: Brown Sand and Gravel with trace silt
(Natural Aggregate Base, 4 inches)
Fill: Medium Dark Gray Sandy Clay withtrace gravel
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Boring performed 17 feet north of South Sidewalk* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
Figure No. 106
SUBSURFACE PROFILEDEPTH
(ft)
5
10
15
Project Location: Ann Arbor, Michigan
Project Name: Ann Arbor Geotechnical
G2 Project No. 120547A
GROUND SURFACE ELEVATION: N/A
Soil Boring No. ST-1
5ftSeptember 21, 2012
G2 Consulting Group, LLCJ. Hayball, P.E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
2054
7A.G
PJ
G2_
CO
NS
.GD
T 1
0/1
9/12
Latitude: N/A Longitude: N/A
1866 Woodslee StreetTroy, Michigan 48083 Scale: NTS
Soil Boring Location Plan
2013 Ann Arbor GeotechnicalLinwood Avenue
Ann Arbor, Mihigan
Plate No. 2
Date: 12/2/2013
Drawn by: JMH
Project No. 130744
Legend
LW-4
Pavement Cores/Hand Auger Borings performed byG2 Consulting Group, LLC on November 26, 2013
LW-3
LW-2
LW-1
BS-1
BS-2
BS-3 18.5 2000*
8
7
0.3
1.0
2.5
5.0
Bituminous Concrete (3 inches)Fill: Brown Sand and Gravel with trace silt
(Natural Aggregate Base, 9 inches)Loose Brown Sand with trace silt and gravel
Stiff Brown Sandy Clay with trace silt andgravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Linwood Avenue, Station 1+50* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 3
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 900.0 ft
Soil Boring No. LW-1
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
895.0
890.0
885.0
880.0
875.0
870.0
Latitude: 42.284281 Longitude: -83.770317
BS-1
BS-2
BS-3 20.6 2500*
37
8
0.30.8
3.0
5.0
Bituminous Concrete (3 inches)Fill: Brown Sand and Gravel with trace silt
(Natural Aggregate Base, 6 inches)Compact Brown Gravelly Sand with trace
silt
Stiff Brown Sandy Clay with trace silt andgravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Linwood Avenue, Station 4+50* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 4
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 898.0 ft
Soil Boring No. LW-2
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
893.0
888.0
883.0
878.0
873.0
868.0
Latitude: 42.284414 Longitude: -83.769400
BS-1
BS-2
BS-3 19.6 2500*
6
7
0.4
1.3
3.0
5.0
Bituminous Concrete (5 inches)Fill: Brown Silty Sand with trace clay and
gravel (10 inches)
Loose Brown Clayey Sand with trace gravel
Stiff Brown Sandy Clay with trace silt andgravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Linwood Avenue, Station 7+50* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 5
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 892.0 ft
Soil Boring No. LW-3
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
887.0
882.0
877.0
872.0
867.0
862.0
Latitude: 42.284481 Longitude: -83.768328
BS-1
BS-2
BS-3
16.2
15.3
5000*
5000*
14
15
0.50.70.8
5.0
Bituminous Concrete (3 inches)Fill: Brown Silty Clay (2 inches)
Fill: Brown Sand and Gravel with trace silt(2 inches)
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Linwood Avenue, Station 9+50* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 6
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 885.0 ft
Soil Boring No. LW-4
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
880.0
875.0
870.0
865.0
860.0
855.0
Latitude: 42.284481 Longitude: -83.767550
1866 Woodslee StreetTroy, Michigan 48083 Scale: NTS
Soil Boring Location Plan
2013 Ann Arbor GeotechnicalWoodbury Drive
Ann Arbor, Michigan
Plate No. 3
Date: 12/2/2013
Drawn by: JMH
Project No. 130744
Legend
WB-4
Pavement Cores/Hand Auger Borings performed byG2 Consulting Group, LLC on November 26, 2013
WB-3
WB-2
WB-1
BS-1
BS-2
10.422
19
0.7
3.0
5.0
Bituminous Concrete (8 inches)
Fill: Medium Compact Dark Brown SiltySand with trace clay, gravel, and organic
matter(Organic Matter Content = 2.8%)
Fill: Medium Compact Gray Silty Sand withtrace gravel and occasional clay seams
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Woodbury Drive, Station 1+50
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 7
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 827.0 ft
Soil Boring No. WB-1
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
822.0
817.0
812.0
807.0
802.0
797.0
Latitude: 42.256861 Longitude: -83.735017
BS-1
BS-2
34
31
0.70.8
5.0
Bituminous Concrete (8 inches)Fill: Brown Clayey Sand (2 inches)
Compact Brown Sand with trace silt andgravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Woodbury Drive, Station 6+09
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 8
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 828.0 ft
Soil Boring No. WB-2
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
823.0
818.0
813.0
808.0
803.0
798.0
Latitude: 42.258631 Longitude: -83.735339
BS-1
BS-2
8
7
0.7
5.0
Bituminous Concrete (8 inches)
Loose Brown Sand with trace silt and graveland occasional clay seams
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Woodbury Drive, Station 9+58
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 9
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 827.0 ft
Soil Boring No. WB-3
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
822.0
817.0
812.0
807.0
802.0
797.0
Latitude: 42.259631 Longitude: -83.737500
BS-1
BS-2
BS-3
16.0 4000*14
9
0.6
1.2
3.0
5.0
Bituminous Concrete (7 inches)Fill: Brown Clayey Sand with trace gravel (7
inches)Very Stiff Brown and Gray Silty Clay with
trace sand and gravel
Loose Brown Sand with trace silt and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Woodbury Drive, Station 12+50* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 10
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 829.0 ft
Soil Boring No. WB-4
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
824.0
819.0
814.0
809.0
804.0
799.0
Latitude: 42.260492 Longitude: -83.735572
1866 Woodslee StreetTroy, Michigan 48083 Scale: NTS
Soil Boring Location Plan2013 Ann Arbor Geotechnical
Waldenwood DrivePenberton to EarnhartAnn Arbor, Michigan
Plate No. 4
Date: 12/2/2013
Drawn by: JMH
Project No. 130744
Legend
WW-5
Pavement Cores/Hand Auger Borings performed byG2 Consulting Group, LLC on November 26, 2013
WW-4
WW-1
WW-2
WW-3
BS-1
BS-2
BS-3
14.8
15.6
8000*
9000*
27
32
0.50.8
5.0
Bituminous Concrete (5-1/2 inches)Fill: Bituminous Concrete Millings (4
inches)
Hard Brown and Gray Silty Clay with tracesand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Waldenwood Drive* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 11
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 882.0 ft
Soil Boring No. WW-1
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
877.0
872.0
867.0
862.0
857.0
852.0
Latitude: 42.283967 Longitude: -83.687769
BS-1
BS-2
BS-3
18.4
20.1
5000*
6000*
12
14
0.81.1
5.0
Bituminous Concrete (9 inches)Fill: Bituminous Concrete Millings (4
inches)
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Waldenwood Drive* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 12
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 883.0 ft
Soil Boring No. WW-2
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
878.0
873.0
868.0
863.0
858.0
853.0
Latitude: 42.285272 Longitude: -83.687292
BS-1
BS-2
BS-3
25.9
23.0
6000*
6500*
17
16
0.60.8
5.0
Bituminous Concrete (7-1/2 inches)Fill: Bituminous Concrete Millings (2-1/2
inches)
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Waldenwood Drive* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 13
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 882.0 ft
Soil Boring No. WW-3
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
877.0
872.0
867.0
862.0
857.0
852.0
Latitude: 42.286919 Longitude: -83.686881
BS-1
BS-2
BS-3
13.5
13.0
5000*
7000*
16
20
0.8
1.5
5.0
Bituminous Concrete (9 inches)
Fill: Brown Clayey Sand with trace gravel
Very Stiff Brown and Gray Silty Clay withtrace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Waldenwood Drive* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 14
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 897.0 ft
Soil Boring No. WW-4
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
892.0
887.0
882.0
877.0
872.0
867.0
Latitude: 42.287067 Longitude: -83.684964
BS-1
BS-2
BS-3
10.3
14.3
3000*
4500*
11
14
0.50.9
5.0
Bituminous Concrete (6-1/2 inches)Fill: Bituminous Concrete Millings (4
inches)
Stiff to Very Stiff Brown and Gray SiltyClay with trace sand and gravel
End of Boring @ 5ft
SOIL SAMPLE DATA
SAMPLETYPE/NO.
MOISTURECONTENT
(%)
UNCOF. COMP. ST.
(PSF)
DRYDENSITY
(PCF)
DCP BLOWS/1.75-INCHES
PRO-FILE
Water Level Observation:Dry during and upon completion of drilling operations
Notes:Waldenwood Drive* Calibrated Hand Penetrometer
Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch
DEPTH(ft)
5
10
15
20
25
30
Figure No. 15
SUBSURFACE PROFILE
Project Location: Ann Arbor, Michigan
Project Name: 2013 Ann Arbor Geotechnical
G2 Project No. 130744
GROUND SURFACE ELEVATION: 894.0 ft
Soil Boring No. WW-5
5ftNovember 27, 2013
G2 Consultin Group, LLCJ. Hayball, P. E.
Total Depth:Drilling Date:Inspector:Contractor:Driller:
Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch
diameter hand auger
PA
VE
ME
NT
CO
RE
DC
P 1
307
44.G
PJ
G2_
CO
NS
.GD
T 1
2/10
/13
ELEV.(ft)
889.0
884.0
879.0
874.0
869.0
864.0
Latitude: 42.287114 Longitude: -83.682844
!A
!A
!A
!A
117
220 214 206 204 202 122
211123-119 117 115 113
200
202-2
00
206
206-2
04
208
208
210
211-2
07
210
212
214
217-2
13
216
201
120
212
208
112
Washingt
on St (W
) C-3 2
007
Washingt
on St (W
) C-1 2
007
Alley
W Washington St
S Ash
ley St
Alley
!A
!A
!A
!A
!A
!A
!A
111114
111
116
113
117
117½
118
115
118-1
16
119
120
121
124-1
22
127-1
25101 11912
6
201 203 205-207 209-211
106-108-110 114-116 118 120 122 124 200-202 204 206 208202-2
00
205-2
01
205-2
03-20
1
206-2
04
207
206
207
208
209
208
210
209
211
212
210
211
213
214
213
Main St (S
) B-3 2006
S Fourth Ave B-2 2012
E Washingt
on St B-2 2
011
E Washingt
on St B-1 2
011
Alley
S Main
St
E Washington St
S Fou
rth Av
e
W Washington St
Alley
GB
SS1
SS2
100
100
89
11-8-6(14)
3-3-9(12)
7 inches ASPHALT PAVEMENT
5 inches of gray moist crushed LIMESTONE - (FILL)
Dark brown moist silty fine to medium SAND with traces of graveland organics - (FILL)
Brown moist medium dense fine SAND with some silt and graveland occasional clay seams - (SP-SM)
Bottom of borehole at 5.0 feet.
Boring performed 18' east of curb, 60' north of driveway to 2525Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-9
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
94
100
6-5-6(11)
6-9-11(20)
7 inches ASPHALT PAVEMENT
5 inches of gray moist crushed LIMESTONE - (FILL)
Brown moist medium dense clayey fine to medium SAND withtrace of gravel - (SC)
Brown moist medium dense silty fine to medium SAND with traceof gravel and occasional clay lenses - (SM)
Gray moist medium medium dense silty fine to medium SANDwith gravel - (SM)
Bottom of borehole at 5.0 feet.
Boring performed 5' east of curb, across from driveway to 2562Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-8
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
78 11-21-36(57)
6 inches ASPHALT PAVEMENT
6 inches of gray moist crushed LIMESTONE - (FILL)
Brown moist very dense fine to medium SAND with some graveland silt and occasional cobbles - (SP-SM)
Bottom of borehole at 5.0 feet.
Boring performed 10' west of curb, 31' north of driveway to 2601Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-7
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
56 16-60/4"
GB
SS1
SS2
100
89
100
5-5-12(17)
8-12-14(26)
22
4 inches ASPHALT PAVEMENT8 inches gray moist crushed LIMESTONE - (FILL)
Brown moist medium stiff CLAY with silt, some gravel and trace ofsand - (CL)
Brown moist medium dense fine to medium SAND with some siltand trace of gravel - (SP-SM)
Bottom of borehole at 5.0 feet.
Boring performed 4' east of curb, 73' north of driveway to 2625Newport Road
0.75
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-6
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
89
89
6-5-4(9)
3-3-4(7)
6 inches ASPHALT PAVEMENT
6 inches of gray moist crushed LIMESTONE - (FILL)
Dark brown moist silty fine SAND with traces of gravel, clay andorganics - (FILL)
Brown moist CLAY with silt and trace of sand - (CL)
Reddish-brown moist loose clayey fine SAND with trace of gravel -(SC)
Brown moist loose fine to medium SAND with traces of gravel andsilt - (SP)
Bottom of borehole at 5.0 feet.
Boring performed 5' east of curb, 105' south of driveway to 2705Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-5
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
100
89
8-4-3(7)
4-9-5(14)
5 inches ASPHALT PAVEMENT
7 inches of gray moist crushed LIMESTONE - (FILL)
6 inches of dark brown moist silty fine SAND with trace of organics- (FILL)Brown moist loose clayey fine SAND with trace of gravel andoccasional clay seams - (SC)
Brown moist medium dense fine to medium SAND with trace ofgravel - (SP)
Bottom of borehole at 5.0 feet.
Boring performed 6' east of curb, 80' south of White Oak Drive
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-4
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
94
100
6-4-2(6)
3-3-3(6)
25
15
7 inches ASPHALT PAVEMENT
11 inches of gray moist crushed LIMESTONE - (FILL)
Dark brown moist medium stiff CLAY with silt, trace of organicsand occasional sand partings - (CL)Organic Content = 3.6%
Brown moist medium stiff sandy CLAY with silt, trace of gravel andoccasional sand partings - (CL)
Bottom of borehole at 5.0 feet.
Boring performed 4' east of curb, 127' north of White Oak Drive
0.5
0.5
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-3
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
17
89
7-8-10(18)
3-5-10(15)
5 inches ASPHALT PAVEMENT
13 inches of gray moist crushed LIMESTONE - (FILL)
Dark brown moist clayey fine SAND with traces of gravel andorganics - (FILL)
Brown moist medium dense fine to medium SAND with somegravel and trace of silt - (SP)
Bottom of borehole at 5.0 feet.
Boring performed 5' east of curb, 42' north of driveway to 2731Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-2
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
GB
SS1
SS2
100
67
56
9-15-13(28)
6-3-2(5)
4 inches ASPHALT PAVEMENT20 inches of gray moist crushed LIMESTONE - (FILL)
Dark brown moist loose silty fine to medium SAND with traces ofgravel (FILL)
Bottom of borehole at 5.0 feet.
Boring performed 7' east of curb, 55' north of driveway to 2737Newport Road
NOTES Boring backfilled with auger cuttings and patched.
LOGGED BY G. Geerlings
DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:
CHECKED BY T. Marsik
DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12
DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None
AFTER DRILLING None
COLLAPSE DEPTH 3' 6"
DE
PT
H(f
t)
0.0
2.5
5.0
GR
AP
HIC
LOG
SA
MP
LE T
YP
EN
UM
BE
R
RE
CO
VE
RY
%(R
QD
)
SPT N VALUE 20 40 60 80
FINES CONTENT (%) 20 40 60 80
20 40 60 80
PL LLMC
BLO
WC
OU
NT
S(N
VA
LUE
)
NA
TU
RA
L M
OIS
TU
RE
CO
NT
EN
T (
%)
MATERIAL DESCRIPTION
PO
CK
ET
PE
N. (
tsf)
UN
C. S
TR
EN
GT
H (
psf)
PAGE 1 OF 1BORING NUMBER: Newport B-1
PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan
CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings
CTI and Associates Inc
LEGEND
120' Oct
07,
200
9 - 1
:35p
m -
MA
ND
RIL
A
Dat
e
Dra
wn
By
Sca
le
Pro
ject
S:\6
0000
\PG
6032
1A\6
0321
A-0
1.dw
g
ww
w.s
me-
usa.
com
plym
outh
bay
city
gran
d ra
pids
kala
maz
oola
nsi
ng
shel
by t
wp.
tole
dotr
aver
se c
ity
No.
Rev
isio
n D
ate
Des
igne
d B
y
Figure No. 1
09-2
1-09 GM
KLW
1" =
120
'
PG 6
0321
A
Recommended