Boring_Logs_0002.pdf
PDF 364 KB Posted
- Attached to
- Renovate Sewer Systems Federal contract opportunity
- Solicitation number
- 140P6421R0016
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Boring_Location_Plans_0002.pdf | ||
| Sol_140P6421R0016_Amd_0002.pdf | ||
| Questions_and_Technical_Answers_0001.pdf | ||
| Sol_140P6421R0016_Amd_0001.pdf | ||
| Wage_Determination.pdf | ||
| Past_Performance_Questionnaire.pdf | ||
| Drawings.pdf | ||
| Notice_to_Contractors.pdf | ||
| Past_Performance_Questionnaire.docx | DOCX document | |
| Sol_140P6421R0016.pdf | ||
| Bid_Schedule_-_Renovate_Sewer_Systems.pdf | ||
| Technical_Questionnaire.docx | DOCX document | |
| Specifications.pdf | ||
| Bid_Schedule_-_Renovate_Sewer_Systems.xlsx | XLSX spreadsheet | |
| Updated_-_COVID-19_Mask_Policy.pdf | ||
| Technical_Questionnaire.pdf |
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Text version
Driller: WP Helper: BP Logged By: RW
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Water Encountered: 1.8' +/- Date: 10/16/20 Logging Method: Manual Development Method: N/A
Well Construction / Boring Data
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Sandy Topsoil (6")
So il
Ty pe
Rec ov er y
(in ch es
Sa m pl e
M et ho d
D ep th (f ee t)
Sa m pl e T yp e/
In te rv al
Surface Conditions: Sand
Soil Description
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Comments
Boring Log Of: GP - 1 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sand Point Headquarters, Munising, MI
End of Boring at 15'
MC
SAND; mostly medium to fine sand;
light tan; moist to wet
MC
MC
harder drilling
-grades tan
-grades mostly coarse to medium sands
-grades light tan, mostly medium to fine sands
-grades light tan brown
-grades wet, mostly coarse to medium sands
-grades light tan
MC
MC
SAND; mostly medium to fine sand;
light tan; moist to wet
MC
End of Boring at 15'
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sand Point Headquarters, Munising, MI
Boring Log Of: GP - 2 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Comments
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Soil Description
Surface Conditions: SandSa m pl e T yp e/
In te rv al
D ep th (f ee t)
Sa m pl e
M et ho d
Rec ov er y
(in ch es
So il
Ty pe
Sandy Topsoil (5")
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Well Construction / Boring Data Water Encountered: 6' +/- Date: 10/16/20 Logging Method: Manual Development Method: N/A
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Driller: WP Helper: BP Logged By: RW
Driller: WP Helper: BP Logged By: RW
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Water Encountered: 4.6' +/- Date: 10/16/20 Logging Method: Manual Development Method: N/A
Well Construction / Boring Data
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Sandy Topsoil (5")
So il
Ty pe
Rec ov er y
(in ch es
Sa m pl e
M et ho d
D ep th (f ee t)
Sa m pl e T yp e/
In te rv al
Surface Conditions: Sand
Soil Description
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Comments
Boring Log Of: GP - 3 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sand Point Headquarters, Munising, MI
End of Boring at 15'
MC
SAND; mostly medium to fine sand;
light tan; moist to wet
MC
MC
-grades wet
-grades mostly coarse to medium sands
-grades mostly medium to fine sands
SANDSTONE; slightly to moderately weathered; hard; brown
Loamy SAND; mostly fine sand; gray;
moist to wet -grades brown at 1.5', dark brown at 1.7'
MC
End of Boring at 2.1'
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Castle Comfort Station Area, Munising, MI
Boring Log Of: GP - 4 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Comments
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Soil Description
Surface Conditions: VegetationSa m pl e T yp e/
In te rv al
D ep th (f ee t)
Sa m pl e
M et ho d
Rec ov er y
(in ch es
So il
Ty pe
Sandy Topsoil (4")
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Well Construction / Boring Data Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Driller: WP Helper: BP Logged By: RW
Boring refusal at 2.1'
Boring refusal at 2.1'
Driller: WP Helper: BP Logged By: RW
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Well Construction / Boring Data
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Sandy Topsoil (4")
So il
Ty pe
Rec ov er y
(in ch es
Sa m pl e
M et ho d
D ep th (f ee t)
Sa m pl e T yp e/
In te rv al
Surface Conditions: Vegetation
Soil Description
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Comments
Boring Log Of: GP - 5 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Castle Comfort Station Area, Munising, MI
End of Boring at 2.1'
MC Loamy SAND; mostly fine sand; gray;
moist to wet SANDSTONE; slightly to highly
SANDSTONE; slightly to highly
Loamy SAND; mostly fine sand; dark brown; moist
MC
End of Boring at 2'
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Castle Comfort Station Area, Munising, MI
Boring Log Of: GP - 6 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Comments
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Soil Description
Surface Conditions: VegetationSa m pl e T yp e/
In te rv al
D ep th (f ee t)
Sa m pl e
M et ho d
Rec ov er y
(in ch es
So il
Ty pe
Sandy Topsoil (3")
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Well Construction / Boring Data Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Driller: WP Helper: BP Logged By: RW
Boring refusal at 2'
Boring refusal at 2'
Driller: WP Helper: BP Logged By: RW
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Well Construction / Boring Data
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Sandy Topsoil (3")
So il
Ty pe
Rec ov er y
(in ch es
Sa m pl e
M et ho d
D ep th (f ee t)
Sa m pl e T yp e/
In te rv al
Surface Conditions: Vegetation
Soil Description
Boring advanced using a track mounted Geoprobe 7822DT equipped with a MacroCore (MC) sampler
Comments
Boring Log Of: GP - 7 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Castle Comfort Station Area, Munising, MI
End of Boring at 2'
MC Loamy SAND; mostly fine sand; dark brown; moist SANDSTONE; slightly to moderately weathered; hard; light brown hand auger refusal by cobble at 14.3'
SAND; mostly medium to fine sand;
gray; moist
HA
End of Boring at 14.3'
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sullivan's Cabin, Grand Marais, MI
Boring Log Of: HA - 1 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Comments
Boring advanced using a stainless steel hand auger
Soil Description
Surface Conditions: VegetationSa m pl e T yp e/
In te rv al
D ep th (f ee t)
Sa m pl e
M et ho d
Rec ov er y
(in ch es
So il
Ty pe
Sandy Topsoil (6")
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Well Construction / Boring Data Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Driller: WP Helper: BP Logged By: RW
SAND with gravel; mostly medium to fine sand; orange brown; moist
SAND; mostly medium to fine sand; tan;
moist
SAND; mostly medium to fine sand; tan;
moist
SAND with gravel; mostly medium to fine sand; orange brown; moist
Driller: WP Helper: BP Logged By: RW
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Well Construction / Boring Data
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Sandy Topsoil (6")
So il
Ty pe
Rec ov er y
(in ch es
Sa m pl e
M et ho d
D ep th (f ee t)
Sa m pl e T yp e/
In te rv al
Surface Conditions: Vegetation
Soil Description
Boring advanced using a stainless steel hand auger
Comments
Boring Log Of: HA - 2 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sullivan's Cabin, Grand Marais, MI
End of Boring at 11'
HA
SAND; mostly medium to fine sand;
gray; moist hand auger refusal at 11' hand auger refusal at 13'
SAND; mostly medium to fine sand;
gray; moist
HA
End of Boring at 13'
Client: HDR Project: Pictured Rocks National Lakeshore Relocate Sewer System Project G20-318 Location: Sullivan's Cabin, Grand Marais, MI
Boring Log Of: HA - 3 Date Drilled: 10/16/20 Drilling Contractor: Pearson
Comments
Boring advanced using a stainless steel hand auger
Soil Description
Surface Conditions: VegetationSa m pl e T yp e/
In te rv al
D ep th (f ee t)
Sa m pl e
M et ho d
Rec ov er y
(in ch es
So il
Ty pe
Sandy Topsoil (3")
Otwell Mawby, P.C.
309 E. Front Street Traverse City, MI 49684 231-946-5200 Fax 231-946-5216
Well Construction / Boring Data Water Encountered: None Date: 10/16/20 Logging Method: Manual Development Method: N/A
Top of Casing : N/A Ground Elev.: N/A Casing: N/A Screen: N/A Screen Setting: N/A
Driller: WP Helper: BP Logged By: RW
-grades tan at 1'
-grades orange brown -grades tan
-grades light tan
File details come from the government source that posted it. Updated .