Attachment 7 Geotechnical Drilling Report Map Lab Tests.pdf

PDF 26 MB Posted

Attached to
Prince's Point WRE, Jefferson County, WI Federal contract opportunity
Solicitation number
12FPC324B0006
Issued by
Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI ·

This document appears to be Attachment 7 Geotechnical Drilling Report Map Lab Tests related to the federal contract opportunity for the Prince's Point WRE project in Jefferson County, Wisconsin.

The Prince's Point WRE project is being solicited by the USDA Farm Production and Conservation (FPAC) Operations Branch, Acquisition Division on behalf of the USDA Natural Resources Conservation Service (NRCS). The project involves the 1,750-acre wetland restoration of Prince's Point, which will include the construction of four wetland management basins, shallow scrapes and islands for habitat and wave protection, water control structures, and access road and bridge improvements. This attachment appears to provide geotechnical data and testing results relevant to the construction activities required under this contract.

View the file

Other files for this federal contract opportunity

Other files attached to Prince's Point WRE, Jefferson County, WI, newest first.
File Type Posted
Amendment 02 Additional Question Information Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Princes Point WDNR Kincaid Sign In.pdf PDF
Pre-Bid Conference Minutes.pdf PDF
Attachment 9_Locally collected river stage elevations.pdf PDF
Attachment 6_Grid Soils Investigation Maps.pdf PDF
Amendment 01 Site Visit Notes Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Cover at Site Showing.pdf PDF
Attachment 1 Revised Contraction Specs and Materials.pdf PDF
Attachment 5 Geology Report Backhoe Pit Logs Location Map Lab Tests.pdf PDF
Attachment 8_River Stages 2-100 Year Storm Series.pdf PDF
Attachment 10 Well Construction Report.pdf PDF
Attachment 1 Construction Specs and Materials.pdf PDF
Wetland Restoration Princes Point WI 12FPC324B0006.pdf PDF
Attachment 3 WG Determination WI20240015.pdf PDF
Attachment 2 Drawings.pdf PDF
Attachment 4 Synopsis and Map.pdf PDF
Show all 16

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DB-4: ((3) 3”x 36” Shelby tubes to Intertek PSI)

Embankment Height: ~8.1 ft, Ground Elev. 786.0

Soil Texture: 4 ft: CL w/ organics, dry, low plasticity, brown

8 ft: CL, slightly moist, low plasticity, tan

12 ft: Peat w/ some clay, moist, black

_________________________________________________ Sat. 7/9/22 9:10 am Dan & Alex

DB-5: ((3) 3”x 36” Shelby tubes to Intertek PSI), Ground Elev. 786.5

DB-5A: ((3) 3” x 36” Shelby tubes and small bag sample 8-10’ cutting blend to Lincoln SML)

Soil Texture: 1-4 ft OL, moist, black, very soft

5-8 ft OL, saturated, black, very soft

9-12 ft OL, saturated, black

DB-6: ((3) 3” x 36” Shelby tubes to Intertek PSI, small bag 1-12’ cutting blend to Lincoln SML)

Ground Elev. 786.0

Soil Texture: 1-4 ft OL, moist, black, very soft, 12.5” recovery

5-8 ft OL, saturated, black, very soft, 19.5” recovery

9-12 ft OL, saturated, black, very soft, 14.5” recovery

DB-7: ((3) 3” x 36” Shelby tubes to Intertek PSI), Ground Elev. 785.6

DB-7A: ((3) 3” x 36” Shelby tubes to Lincoln, small bag 1-12’ cutting blend to Lincoln SML)

Soil Texture: 1-4 ft ML and OL blend, light brown, very soft, 12” recovery

5-8 ft OL, saturated, black, very soft, 12” recovery

9-12 ft OL, saturated, black, very soft, 9.5” recovery

River Elev. 780.0 Inside Ditch Bank Elev. 778.0 (water level 777.0)

_____________________________________________________7/12/2022 Driller Tim & Ali

DB-8: ((3) 3” x 36” Shelby tubes to Intertek PSI, small bag 4-9’ cutting blend to Lincoln SML)

Ground Elev. 787.4

Soil Texture: 1-4 ft OL, moist, black, very soft, 10” recovery

5-8 ft OL, saturated at 7’, black, very soft, 14” recovery

9-12 ft OL, saturated, black, very soft, 6” recovery

DB-9: ((3) 3” x 36” Shelby tubes to Intertek PSI, small bag 4-9’ cutting blend to Lincoln SML)

Ground Elev. 787.5

Soil Texture: 1-4 ft OL, moist, black, very soft, 12” recovery

5-8 ft OL, saturated, black, very soft, 6” recovery

9-12 ft OL, saturated, black, very soft, 9” recovery

DB-10: ((3) 3” x 36” Shelby tubes to Intertek PSI), Ground Elev. 786.7

Soil Texture: 1-4 ft OL, moist, black, very soft, 21.5” recovery

5-8 ft OL, saturated, black, very soft, unknown” recovery

9-12 ft OL, saturated, black, very soft, 8.5” recovery

DB-7B: (small bag 16-26’ cutting blend and small bag 26.5-28’ cutting blend to Lincoln SML)

Ground Elev. 785.6

Soil Texture: 0 -13.5’ Blind drill through peat (no sample)

16-26’ ML, saturated, very soft, weight of hammer

26.5-28’ CL, saturated, firm, SPT 4, 4, 5

___________________________7/14/2022 Drillers Tim & Ali

P-2: ((1) 3” x 36” Shelby tube to Intertek PSI), Ground Elev. 784.4

Soil Texture: 1-3 ft CL, moist, light brown, SPT 6,6,7,6

5-7 ft CL, moist, light brown, (6.5-7’ ML Marl), SPT 5,3,5,5

9-11ft CL, saturated, light brown, stiff, SPT 5,5,9,10, pp 3.5-4.0 t/sf

13-15 ft CL, saturated, light brown, stiff, SPT 6,7,9,12

15-18 ft Shelby tube, CL stiff, grey, 30” recovery

Ditch Water Elev = 776.5 Ditch Bottom Elev = 771.9

P-1: ((1) 3” x 36” Shelby tube to Intertek PSI), Ground Elev. 782.5

Soil Texture: 1-3 ft CL, slightly moist, light brown, stiff, SPT 7,4,5,6

5-7 ft OL, moist, light brown, SPT weight of hammer, 6” recovery in split spoon

9-11 ft CL, saturated, grey, very stiff, SPT 5,7,8,13 pp 3.75 t/sf, full recovery

11-14 ft Shelby tube broke off

New hole:

0-15 ft blind drill

15-18 ft Shelby tube

18-20 ft CL, dark brown, saturated, firm, SPT 6,6,7,8 pp 2.0 t/sf

Ditch Water Elev = 776.6

Ditch Bottom Elev = 772.6

SP 2.3: ((2) 3”x36” Shelby tubes to Intertek PSI)

East Sheet Pile Site, Elev 779.2

Soil Texture: 1-3 ft OL, no recovery in split spoon, weight of hammer

5-7 ft OL, no recovery in split spoon, weight of hammer

9-11 ft ML, Marl, grey, 6” recovery in spoon, very soft, weight of hammer

13-15 ft ML, Marl, grey, sat, 12” recover, very soft, weight of hammer

17-19 ft CL, grey, saturated, 18” recover, very soft, weight of hammer

21-23 ft CL, grey, saturated, 24” recover, very soft, weight of hammer

25-27 ft CL, grey, saturated, soft, 18” recovery, SPT 3,3,5,4 pp 1.75-2.25 t/sf

27-29 ft CL, light grey, saturated, firm, 24” recovery, SPT 4,4,6,9 pp 2.75 t/sf

29-32 ft Shelby Tube

32-34 ft CL, light grey, sat, firm, 24” recover, 2.5” ribbon, SPT 5,6,10,12 pp 3.5-4.25 t/sf

34-36 ft CL, light grey, sat, firm, 24” recovery, 2.5” ribbon, SPT 5,6,7,9 pp 2.25-2.5 t/sf

36-38 ft CL, light brown, sat, firm, 24” recovery, 2.5” ribbon, SPT 3,3,5,7 pp 1.25 t/sf

38-41 ft Shelby Tube pp 2.75 t/sf

_________________________________________________7/19/2022 Drillers Tim and Alex

SP 2.2: ((2) 3”x36” Shelby tubes to Intertek PSI)

East Sheet Pile Site, Elev 778.5

Soil Texture: 1-3 ft OL, no recovery in split spoon, weight of hammer

5-7 ft ML, Marl, grey, very soft, weight of hammer

9-11 ft ML, Marl, grey, very soft, weight of hammer

13-15 ft ML, Marl, grey, very soft, weight of hammer

17-19 ft ML, Marl, grey, sat, 6” recover, very soft, weight of hammer

CL, grey, sat, 18” recover, soft

21-23 ft CL, grey, sat, 24” recover, soft, weight of hammer

25-27 ft CL, grey, sat, 24” recover, soft, weight of hammer

29-31 ft CL, grey, saturated, firm, 18” recovery, SPT 3,3,5,6 pp 1.75 t/sf

31-34 ft Shelby Tube, grey, firm CL at bottom

34-36 ft CL, grey, saturated, firm, 24” recovery, 2.5” ribbon, SPT 3,4,4,6 pp 2.0 t/sf

36-38 ft CL, grey, saturated, firm, 24” recovery, 2.5” ribbon, SPT 4,3,4,4 pp 1.5-2.0 t/sf, torvane 0.6 x 2 = 1.2 t/sf

38-41 ft Shelby Tube, pp 2.25 t/sf at bottom

_________________________________________________7/21/2022 Drillers Tim and Alex

SP 2.1: ((2) 3”x36” Shelby tubes to Intertek PSI)

East Sheet Pile Site, Elev: 778.7, The actual drill hole location was ~16 ft N of staked location due to small trees/brush causing a potential safety hazard. (Nick from United took a picture of the location)

Soil Texture: 1-3 ft OL, no recovery in split spoon, weight of hammer

5-7 ft OL, Peat, black, 2” recovery, weight of hammer

ML, Marl, grey, 6” recovery, very soft

9-11 ft ML, Marl, grey, 12” recovery, very soft, weight of hammer

13-15 ft ML, Marl, grey, sat, 12” recovery, very soft, weight of hammer

17-19 ft ML, Marl, grey, sat, 6” recovery, very soft, weight of hammer

CL, grey, sat, 8” recovery, soft

21-23 ft CL, grey, sat, 24” recovery, soft, weight of hammer

25-17 ft CL, grey, sat, 24” recovery, soft, weight of hammer

29-31 ft CL, grey, sat, 24” recovery, firm, 2” ribbon, SPT 2,4,5,6 pp 2.0 t/sf, tv 0.6 x 2 = 1.2 t/sf

31-34 ft Shelby Tube, CL, grey, firm at bottom, pp 2.0 t/sf

34-36 ft CL, grey, sat, 24” recovery, firm, 2” ribbon, SPT 3,4,5,5 pp 1.5-1.75 t/sf, tv 0.5 x 2 = 1 t/sf

36-38 ft CL, grey, sat, 24” recovery, firm, 2” ribbon, SPT 4,5,5,7 pp 2.0 t/sf, tv 0.6 x 2 = 1.2 t/sf

38-41 ft Shelby Tube, CL, grey, firm at bottom, pp 2.0 t/sf

_________________________________________________7/22/2022 Drillers Dan and Alex

SP 1.1: ((2) 3”x36” Shelby tubes to Intertek PSI)

West Sheet Pile, Elev: 780.6

Soil Texture: 1-3 ft OL, Topsoil, black, 8” recovery, SPT 1,1,1,1

5-7 ft OL, Topsoil, black, 3” recovery

CL, grey, 18” recovery, firm, SPT 2,3,4,6, pp 2.25

9-11 ft CL, grey, moist, firm, ~2 in ribbon, SPT 4,4,4,6, pp 2.0-2.5

13-16 ft Shelby Tube Sample, CL, grey at bottom

16-18 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,3,5, pp 1.5

18-20 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,4,5,6, pp 2.0

20-22 ft CL, grey, sat, firm, ~3.0 in ribbon, SPT 4,4,5,7, pp 2.0

22-24 ft CL, grey, sat, firm, ~3.0 in ribbon, SPT 3,4,4,7, pp 1.5-1.75

24-26 ft CL, grey, sat, firm, ~3.0 in ribbon, SPT 3,4,6,6, pp 1.5

26-28 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,3,4,7, pp 1.25-1.5

28-30 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,4,3,6, pp 1.25

30-32 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,5,5,6, pp 1.25

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,4,5,6, pp 1.5

34-36 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,5,5, pp 1.25

36-39 ft Shelby Tube Sample, CL, grey at bottom

SP 1.3: ((2) 3”x36” Shelby tubes to Intertek PSI)

West Sheet Pile, Elev: 780.5

Soil Texture: 1-3 ft OL, Topsoil, black, no recovery, SPT 2,1,2,2

5-7 ft OL, Topsoil, black, very soft 6” recovery

ML, Marl, grey, 6” recovery, moist, soft

CL, grey, 6” recovery, moist, soft, SPT 2,1,2,3, pp 1.0

7-9 ft ML, Marl, grey, sat, very soft, 18” recovery

CL, grey, firm, sat, 6” recovery, SPT 0,0,1,2, pp 1.75

9-11 ft CL, grey, sat, firm, ~2 in ribbon, SPT 2,2,2,4, pp 2.0

11-13 ft CL, grey, sat, very firm, ~2.0 in ribbon, SPT 3,4,5,5, pp 3.0-3.5

13-16 ft Shelby Tube Sample, CL, grey at bottom

16-18 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,5,6,7, pp 2.0-2.25

18-20 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,4,6, pp 2.0

20-22 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,3,4,6, pp 2.0-2.5

24-26 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,4,5,7, pp 1.5-2.0

28-30 ft CL, grey, sat, soft to firm, ~2.0 in ribbon, SPT 2,3,3,5, pp 1.0

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,3,5,7, pp 1.75

35-37 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,3,4,5, pp 1.5

37-40 ft Shelby Tube Sample, CL, grey at bottom

_________________________________________________7/25/2022 Drillers Dan and Ali

SP 2.4: ((2) 3”x36” Shelby tubes to Intertek PSI)

New East Sheet Pile, Elev: 780.31 ft

Soil Texture: 1-3 ft OL, Topsoil, black, 6” recovery

ML, Marl, grey, sat, soft, 6” recovery, SPT 0,1,1,1

5-7 ft CL, grey sat, firm, SPT 3,5,6,9, pp 4.25

9-11 ft CL, grey, sat, firm, ~2 in ribbon, SPT 4,5,6,9, pp 3.25

13-16 ft Shelby Tube Sample, CL, grey at bottom

16-18 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,4,5, pp 1.5

18-20 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,4,6, pp 1.25

20-22 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,4,5,7, pp 1.5

24-26 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,4,5,7, pp 1.75

28-30 ft CL, grey, sat, firm, ~2.0 in ribbon, SPT 8,9,7,7, pp 1.0

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,4.5.7, pp 1.25-1.5

35-37 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,5,6, pp 1.25

SP 2.5: ((2) 3”x36” Shelby tubes to Intertek PSI)

New East Sheet Pile, ~100 ft north of SP 2.4, Elev: 780.43

Soil Texture: 1-3 ft OL, Topsoil, black, 6” recovery, SPT 1,3,4,5, 5-7 ft CL, grey sat, firm, SPT 1,3,4,5, pp 2.0-2.5

9-11 ft CL, grey, sat, firm, ~2 in ribbon, SPT 4,5,6,7, pp 2.25-2.5

13-15 ft CL, grey sat, firm, ~2.5 in ribbon, SPT 4,4,5,5, pp 1.5

15-18 ft Shelby Tube Sample, CL, grey at bottom

18-20 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,4,7, pp 1.5

20-22 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,2,4,6, pp 1.5-2.0

24-26 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,4,6, pp 1.5-2.0

28-30 ft CL, grey, sat, firm, ~2.0 in ribbon, SPT 3,2,4,5, pp 1.25

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,4,5, pp 1.5-1.75

35-37 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,5,6, pp 1.5-1.75

_________________________________________________7/27/2022 Drillers Tim and Alex

B.1: ((2) 3”x36” Shelby tubes to Intertek PSI)

East side of bridge, Elev: 787.7

Soil Texture: 1-3 ft GW, sand and gravel, brown, 6” recovery, SPT 2,5,4,8

5-7 ft OL, Peat, black, soft, 6” recovery, SPT 9,4,3,4

9-11 ft OL, Peat, brown, soft, SPT 2,1,1,1

13-15 ft CL, grey, sat, firm, ~2.0 in ribbon, SPT 5,6,8,10, pp 3.0

17-19 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,4,5, pp 1.5

19-22 ft Shelby Tube Sample, CL, grey at bottom

22-24 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,4,4,6, pp 1.5

26-28 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,4,5,6, pp 1.75

30-32 ft CL, grey, sat, firm, ~2.0 in ribbon, SPT 3,3,4,5, pp 2.25

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,3,5,6, pp 2.0

35-37 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,4,5, pp 1.0

B.2: ((2) 3”x36” Shelby tubes to Intertek PSI)

West side of bridge, Elev: 787.6

Soil Texture: 1-3 ft GW, sand and gravel, brown, 6” recovery, SPT 10,9,12,9

5-7 ft OL, Peat, black, soft, 8” recovery, SPT 5,3,4,4

9-11 ft OL, Peat, brown, soft, 3” recovery

ML, Marl, grey, sat, soft, 3” recovery, SPT 1,2,2,1

13-15 ft ML, Marl, grey, sat, soft, 4” recovery

CL, grey, sat, firm, ~20” recovery, ~2.0 in ribbon, SPT 3,3,6,5, pp 2.5

17-19 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,2,3,4, pp 1.5

21-23 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 2,3,2,4, pp 1.0

23-26 ft Shelby Tube Sample, CL, grey at bottom

26-28 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 3,3,4,4, pp 2.0

30-32 ft CL, grey, sat, firm, ~2.0 in ribbon, SPT 3,4,5,7, pp 2.25

32-34 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 4,5,6,7, pp 2.25

35-37 ft CL, grey, sat, firm, ~2.5 in ribbon, SPT 5,4,6,7, pp 1.75

22040

SHELBY TUBE PHOTO LOG

United Engineering Consultants, Inc.

DB-1

DB-2

DB-3

DB-4

DB-5

DB-6

DB-7

DB-8

DB-9

DB-10

SP-1.1 / SP-1.3

SP-2.1

P-2 (TOP TUBE) / SP-2.2

SP-2.3

SP-2.4

SP-2.5

B-1

B-2

File details come from the government source that posted it. Updated .