SB-19 - SB-22.pdf
PDF 211 KB Posted
- Attached to
- Cell 7 Site Fill
- Solicitation number
- 25-2568
- Issued by
- Muskegon County, Michigan
About this file
These documents are geotechnical borehole logs for the Muskegon County Landfill Western Expansion project, specifically detailing soil sample investigations for boreholes SB-19 through SB-22. The logs were prepared by Golder Associates in August 2019 for Muskegon County, with the purpose of conducting subsurface investigations to support the landfill's Cell 7 site fill project. Each borehole log provides comprehensive details about soil stratification, moisture conditions, and material composition from ground surface to depths ranging between 40-52 feet below ground surface. The logs utilize standard drilling methods (HV SS and SS) and include detailed sampling information such as blow counts, sample recovery percentages, and unified soil classification system (USCS) designations.
The boreholes were drilled at specific coordinates in Ravenna, Michigan, with ground elevations ranging from approximately 677.4 to 678.3 feet. The soil profiles consistently show layered compositions including topsoil, silty sands, fine sands, and clay layers, with varying moisture conditions from dry to wet. Construction details for all boreholes indicate the use of bentonite grout from 0-40 or 0-52 feet below ground surface. The logs were systematically documented by field personnel, with each borehole logged by Amy Mandrell and checked by Kurtis Van Appledorn, providing a comprehensive geological assessment to support geotechnical engineering and site preparation for the landfill expansion project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RAVENNA.pdf | ||
| 25-2568 Cell 7 Site Fill - Final.pdf | ||
| _OneGolderLarge.ctb | — | |
| wooden snow-fence-installation.jpg | JPG image | |
| SULLIVAN.pdf | ||
| BRIDGETON.pdf | ||
| 31406824MI.1010A_002_TRANSMIT.dwg | DWG drawing | |
| 31406824MI.1010A_001_TRANSMIT.dwg | DWG drawing | |
| Q&A Document 1.pdf | ||
| 31406824MI.1010A_001_TRANSMIT.txt | TXT text file | |
| W9 BLANK.pdf | ||
| 31406824MI.1010A_006_TRANSMIT.dwg | DWG drawing | |
| 31406824MI.1010A_005_TRANSMIT.dwg | DWG drawing | |
| DWG To PDF_LAYERS OFF.pc3 | — | |
| Pexco~PDS Winged Slat Product Sheet.pdf | ||
| _OneGolderSmall.ctb | — | |
| Retaining Wall Proposed Fence Sketch.PDF | ||
| MCL_Western_Expansion_1969.tif | TIF image | |
| WOLF_LAKE.pdf | ||
| 31406824MI.1010A_002_TRANSMIT.txt | TXT text file | |
| 31406824MI.1010A_004_TRANSMIT.dwg | DWG drawing | |
| 31406824MI.1010A_003_TRANSMIT.dwg | DWG drawing | |
| 20110707_PUT_811Eng_ver_RGB.jpg | JPG image | |
| 25-2568 Cell 7 Site Fill Bid Sheet.xlsx | XLSX spreadsheet | |
| 25-2568 Cell 7 Site Fill Addendum #1 - Final.pdf | ||
| Pic of Berm Well Retaining Wall.jpg | JPG image |
Show all 26
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DE
PT
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D H
V
SS
MATERIAL PROFILE
DESCRIPTION
Dark brown silty TOPSOIL; dry
Brown silty fine SAND; dry
Brown fine SAND; moist
Brown fine SAND; wet
Brown fine SAND; trace coarse gravel;
wet
Brown fine SAND; wet
Brown silty fine SAND; wet
Brown fine SAND; wet
Grayish brown silty fine SAND; wet
Continued on Next Page
U
SC
S To ps oi l
SM
SP
SM
SP
SM
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
0.0
676.1 1.3
671.4 6.0
669.4 8.0
667.4 10.0
661.4 16.0
656.3 21.1
654.4 23.0
648.1 29.3
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
4- 6-
7-
2- 2-
2-
1- 3-
4-
5- 4-
6-
3- 6-
9-
4- 6-
-1
4-
2- 2-
4-
3- 7-
8-
-2
0-
5-
-1 8-
5-
3- 4-
2-
3- 5-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
AT
ER
O
BS
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
0.0 - 40.0 ft bgs: Bentonite Grout
RECORD OF BOREHOLE: SB-19 Sheet 1 of 2
CLIENT: Muskegon County LF DATE: August 21, 2019 ELEVATION: 677.4 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637084.7 ft E: 12679211.6 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
LOGGED: Amy Mandrell DATE: Aug 21, 2019 CHECKED: Kurtis Van Appledorn DATE: Jan 20, 2021
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D
SS
TO
MATERIAL PROFILE
DESCRIPTION
Grayish brown silty fine SAND; wet
Gray silty CLAY; wet Grayish brown silty fine SAND; wet
Gray silty CLAY; wet Grayish brown silty fine SAND; wet Gray silty CLAY; wet Grayish brown silty fine SAND; wet Gray silty CLAY; wet
Grayish brown silty fine SAND; wet Gray silty CLAY; wet
Shelby tube
End of hole at 42.0 ft.
U
SC
S
SM
C L
SM
C L
C
L S M
C L
S M C
L
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
644.1 33.3 643.6 33.8 642.8 34.6 642.5 34.9 642.3 35.1 641.8 35.6 641.5 35.9 640.6 36.8 640.3 37.1 637.4 40.0
635.4
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
R
EC
BL
O
W S
2- 3-
6-
2- 2-
3-
5- 6-
-1
4-
4- 4-
4-
4- 5-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
RECORD OF BOREHOLE: SB-19 Sheet 2 of 2
CLIENT: Muskegon County LF DATE: August 21, 2019 ELEVATION: 677.4 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637084.7 ft E: 12679211.6 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
LOGGED: Amy Mandrell DATE: Aug 21, 2019
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D H
V
SS
MATERIAL PROFILE
DESCRIPTION
Dark brown silty TOPSOIL; dry
Brown silty fine SAND; sl moist
Brown fine SAND; moist
Brown fine SAND; wet
Brown fine SAND; trace coarse sand and coarse gravel; wet Brown fine SAND; wet Brown fine SAND; little medium sand;
trace coarse SAND; trace fine gravel; wet
Brown fine SAND; wet
Brown fine SAND; little medium sand;
trace coarse sand; wet Brown silty fine SAND; wet
Grayish brown sandy SILT; wet; 0.1' of silty fine SAND at tip
Grayish brown silty fine SAND; wet
Brown fine SAND; trace silt and coarse sand; wet Brown silty fine SAND; wet; very fine
Brown fine SAND; trace silt; wet
Grayish brown sandy SILT; wet Gray silty CLAY; wet; silt seam 29.2-29.4'
Grayish brown fine SAND; trace silt; wet Continued on Next Page
U
SC
S To ps o il
SM
SP
SM
SP
-S
M
SM
S P
SM
SP
SP - SM
C L
S P
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
0.0 677.0 0.8
671.8 6.0
669.8 8.0
668.7 9.1
668.3 9.5
667.8 10.0
665.7 12.1
663.8 14.0 663.0 14.8
661.8 16.0
659.8 18.0
658.1 19.7 657.8 20.0
655.3 22.5
650.7 27.1 650.5 27.3
648.1 29.7
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
7- 5-
5-
3- 5-
6-
3- 3-
3-
3- 5-
5-
1- 5-
8-
4- 2-
3-
3- 4-
5-
6- 8-
-2
-1 6-
-3
3-
-1
7-
3- 4-
8-
3- 3-
3-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
0.0 - 52.0 ft bgs: Bentonite Grout
RECORD OF BOREHOLE: SB-20 Sheet 1 of 2
CLIENT: Muskegon County LF DATE: August 09, 2019 ELEVATION: 677.8 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637398.8 ft E: 12679238.0 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
LOGGED: Amy Mandrell DATE: Aug 09, 2019
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D
SS
MATERIAL PROFILE
DESCRIPTION
Gray sity CLAY; very moist
Brown fine SAND; trace silt; wet
Gray silty CLAY; moist; stiff; soft silty
CLAY 43.3-44'
Gray stiff silty CLAY with wet sandy silty clay seams at 46.8-46.9'; 47.6-47.7';
47-47.1' (very silty); occassional 1/2" very silty wet CLAY seams in 48-49'
Gray silty CLAY; sl moist; stiff
End of hole at 52.0 ft.
U
SC
S C
L
SP
C L
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
647.8 30.0 646.8 31.0
638.8 39.0
633.8 44.0
627.8 50.0
625.8
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
4- 8-
-2
8-
-2
0-
8-
-2 5-
3-
3- 6-
3-
3- 6-
4-
5- 6-
2-
4- 7-
4-
8- 6-
6-
7- 7-
2-
4- 6-
3-
7- 8-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
RECORD OF BOREHOLE: SB-20 Sheet 2 of 2
CLIENT: Muskegon County LF DATE: August 09, 2019 ELEVATION: 677.8 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637398.8 ft E: 12679238.0 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D H
V
SS
MATERIAL PROFILE
DESCRIPTION
Dark brown silty TOPSOIL; dry
Brown silty fine SAND; dry
Brown fine SAND; sl moist
Brown fine SAND; occassional trace medium to coarse sand at 0.5 to 1' intervals; wet
Brown fine SAND; trace silt; wet
Gray silty CLAY; sl moist Gray clayey SILT; wet
Grayish brown silty fine SAND; wet
Grayish brown fine SAND; trace silt; wet
Grayish brown silty fine SAND; wet Gray silty CLAY; wet
Grayish brown silty fine SAND; wet
Continued on Next Page
U
SC
S To ps oi l
SM
SP
C L-
M L
SM
SP
SM
C
L
SM
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
0.0 676.9 0.9
671.8 6.0
669.8 8.0
661.3 16.5
659.8 18.0 659.6 18.2
657.2 20.6
653.3 24.5
649.9 27.9 649.4 28.4 648.4 29.4
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
6-
-1 6-
4-
7- 8-
4-
8-
-1
3- 5-
6-
1- 1-
3-
5-
-1 8-
4-
5- 5-
4-
4- 4-
8-
6-
-1
2- 8-
-5
-1 8-
-1
5-
7- 7-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
0.0 - 42.0 ft bgs: Bentonite Grout
RECORD OF BOREHOLE: SB-21 Sheet 1 of 2
CLIENT: Muskegon County LF START DATE: August 09, 2019 ELEVATION: 677.8 ft (Ground) PROJECT: Muskegon Co LF Western Expansion END DATE: August 12, 2019 COORDINATES: N: 637496.4 ft E: 12679218.2 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D
SS
MATERIAL PROFILE
DESCRIPTION
Grayish brown silty fine SAND; wet
Gray clayey SILT; wet Brown silty fine SAND; wet
Gray silty CLAY; moist
End of hole at 42.0 ft.
U
SC
S
SM
C L- M L
SM
C
L
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
647.1 30.7 646.8 31.0
639.6 38.2
635.8
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
1- 4-
6-
5-
-2 6-
-1 5-
-4
5-
8-
-1
5- 6-
7-
5- 5-
9-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
RECORD OF BOREHOLE: SB-21 Sheet 2 of 2
CLIENT: Muskegon County LF START DATE: August 09, 2019 ELEVATION: 677.8 ft (Ground) PROJECT: Muskegon Co LF Western Expansion END DATE: August 12, 2019 COORDINATES: N: 637496.4 ft E: 12679218.2 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D H
V
SS
MATERIAL PROFILE
DESCRIPTION
Dark brown silty TOPSOIL; dry
Brown silty fine SAND; dry
Light brown fine SAND; sl moist
Light brown fine SAND; wet
Brown fine SAND; occasional coarse sand Brown fine SAND; trace coarse gravel;
wet
Brown fine SAND; little coarse gravel; wet
Brown fine SAND; wet
Brown fine SAND; some coarse gravel;
wet Brown silty fine SAND; wet
Continued on Next Page
U
SC
S To ps oi l
SM
SP
SM
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
0.0
677.3 1.0
672.3 6.0
668.3 10.0
666.3 12.0 665.4 12.9
661.3 17.0
658.9 19.4 658.2 20.1 658.0 20.3
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
R
EC
BL
O
W S
5- 8-
9-
7- 9-
-7
2- 2-
3-
4- 5-
6-
1- 1-
4-
1- 1-
2-
2- 3-
5-
3- 6-
8-
6- 9-
-2
7-
9-
-2
5-
-2 5-
5-
-2
7-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
0.0 - 38.0 ft bgs: Bentonite Grout
RECORD OF BOREHOLE: SB-22 Sheet 1 of 2
CLIENT: Muskegon County LF DATE: August 08, 2019 ELEVATION: 678.3 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637743.5 ft E: 12679218.8 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
LOGGED: Amy Mandrell DATE: Aug 08, 2019
H
D R
IL
L
R
IG
D R
IL
L
M
ET
H O
D
SS
TO
MATERIAL PROFILE
DESCRIPTION
Brown silty fine SAND; wet
Gray silty CLAY; moist
Gray silty CLAY; trace coarse gravel;
moist Gray silty CLAY; moist
Shelby tube
End of hole at 40.0 ft.
U
SC
S
SM
C L
ST
R
AT
A
PL
O
T
ELEV.
DEPTH
(ft)
645.3 33.0
643.3 35.0 643.1 35.2
640.3 38.0
638.3
SAMPLES
Hammer:
ASTM D1586, Blows per 6 in 140-lb hammer, 30-in drop
N U
M
BE
R
TY
PE
SS
SS
SS
SS
R
EC
BL
O
W S
5-
-1 4-
3-
4- 3-
2-
4- 5-
4-
4- 7-
N -V
AL
U
E
AD
D
IT
IO
N
AL
LA
B
TE
ST
IN
G
G R
O U
N D
W
ER
VA
TI
O
N
S CONSTRUCTION AND INSTALLATION DETAILS
RECORD OF BOREHOLE: SB-22 Sheet 2 of 2
CLIENT: Muskegon County LF DATE: August 08, 2019 ELEVATION: 678.3 ft (Ground) PROJECT: Muskegon Co LF Western Expansion COORDINATES: N: 637743.5 ft E: 12679218.8 ft PROJECT NO: 19120240 COORD SYS: SP MI South FIPS 2113 Ft LOCATION: Ravenna, MI CONTRACTOR: EDAC HORZ DATUM: NAD83
SURVEYOR: GPS
DEPTH SCALE: 1:158 REV:
LOGGED: Amy Mandrell DATE: Aug 08, 2019
File details come from the government source that posted it. Updated .