REMARKS

This study has been prepared to aid in the evaluation of the site for the proposed construction. It is considered that adequate recommendations have been provided to serve as a basis for design and preparation of plans and specifications. Additional recommendations can be provided as needed.

These analyses and recommendations are, of necessity, based on the information made available to us at the time of the actual writing of the report and the on-site surface and subsurface conditions, that existed at the time the exploratory borings were drilled. Further assumptions have been made that the limited exploratory borings, in relation both to the areal extent of the site and to depth, are representative of conditions across the site.

If subsurface conditions are encountered which differ from those reported herein, this Office should be notified immediately so that the analyses and recommendations can be reviewed and/or revised as necessary. It is also recommended that:

1. We be given the opportunity to review any plans and specifications in order to comment on the interaction of the soil conditions as described herein and the design requirements.

2. The Geotechnical Engineer or an experienced Soils Technician be present at the site

during the construction phase to document installation according to the approved plans

and specifications. This is particularly important during excavation, placement, and compaction of fill materials.

Please note that successful completion of the project is dependent on your compliance with all of the recommendations provided in this report. While represented separately, the recommendations represent work that is intertwined.

Our professional services have been performed, our findings obtained, and our recommendations

prepared in accordance with generally accepted engineering principles and practices. This

warranty is in lieu of all other warranties either implied or expressed. Hillis-Carnes Engineering

Associates, Inc. assumes no responsibility for interpretations made by others based on work or

recommendations made by HCEA.

APPENDIX

Figure 1 - Project Location Map Figure 2 – Aerial Location Map Figure 3 – Boring Location Sketch

Record of Soil Exploration Laboratory Testing Results

CPT Testing Results

Field Classification Sheet

PROJECT LOCATION MAP

^{JOB NO: R18085 DRAWN BY: NJL}

FIGURE 1

^{DATE: 11/23/18} CHECKED BY: JJH

3110 Pike Street Harrisburg, PA 17111

Proposed PFG Warehouse Distribution Facility North Lebanon Township,

Lebanon County, Pennsylvania SCALE: NTS

SITE 

N

This sketch was adapted from the following documents, “2018 PennDOT Type 10 – General Highway Map, Lebanon County, Pennsylvania.”

AERIAL LOCATION MAP

^{JOB NO: R18085 DRAWN BY: NJL}

FIGURE 2

^{DATE: 11/23/18} CHECKED BY: JJH

3110 Pike Street Harrisburg, PA 17111

Proposed PFG Warehouse Distribution Facility North Lebanon Township,

Lebanon County, Pennsylvania SCALE: NTS

Phone: (717) 561-1623 Fax: (717) 754-0084 PAGE: 1

N

This sketch was adapted from Google Earth Aerial Imagery, 2016 – “Hanford Drive, Lebanon,

SITE 

JOB NO:

DATE:

SCALE:

R18085 12/7/2018 AS SHOWN

DRAWN BY:

CHECKED BY:

NJL JJH BORING LOCATION SKETCH

FIGURE 3

Proposed Project Oak Warehouse Distribution Facility North Lebanon Township,

This sketch was adapted from drawing titled “Site Plan – Lebanon, PA v2.0” and dated October 1, 2018 received via e-mail from Scannell Properties on October 23, 2018.

B-1 B-2 B-4

B-3

PRELIMINARY – NOT FOR CONSTRUCTION PURPOSES

P-1

P-3 P-2 P-4

B-17

B-18

B-13 B-14 B-15 B-16

B-6 B-5

B-7 B-8

B-9

B-10 B-11

B-12 B-19

B-20

P-6

P-5

0

2.5

5

7.5

10

12.5

15 460

457.5

455

452.5

450

447.5

0.0' - 0.8': TOPSOIL 0.8' - 8.0': Fat CLAY (CH), orangish-brown to brown, moist

8.0' - 13.5': Silty CLAY (cl- ml), orangish-brown, moist

13.5' - 22.0': Silty GRAVEL (gm), dark gray and gray, moist (Highly weathered LIMESTONE) - gravel is limestone fragments

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

S-3 Lab Tested:

USCS Class=CH, LL=67, PL=26, PI=41

S-5: PPT=2.75 tsf 1.2'

1.0'

1.7'

1.5'

1.7'

0.1' 30.4

2-3-3-4

3-4-3-4

2-3-4-5

3-4-5-5

2-4-6-7

50/.2

6

7

7

9

10

100 100

Project Name

Project Oak Warehouse Facility

Boring No.

B-1

Location

Southwest Building Corner

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

461.33

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

1/2/2019

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

1/2/2019

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

26.0

ft.

30.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS. ft. ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 445

442.5

440

437.5

435

432.5

430

22.0' - 32.0': LIMESTONE, light gray, hard, slightly weathered to fresh, thinly bedded, closely to medium spaced fractures, shallow dip fractures

Auger refusal at 22.0 feet R-1: 22.0'-27.0' Rec=84%, RQD=76%

R-2: 27.0'-32.0' Rec=100%, RQD=

66%

0.0'

4.2'

5.0'

50/.0 100 100

Project Name

Project Oak Warehouse Facility

Boring No.

B-1

Location

Southwest Building Corner

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

461.33

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

1/2/2019

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

1/2/2019

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

26.0

ft.

30.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS. ft. ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

32.5

35

37.5

40

42.5

45

47.5 427.5

425

422.5

420

417.5

415

Bottom of Boring at 32.0 feet

Project Name

Project Oak Warehouse Facility

Boring No.

B-1

Location

Southwest Building Corner

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

461.33

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

1/2/2019

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

1/2/2019

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

26.0

ft.

30.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS. ft. ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

2.5

5

7.5

10

12.5

15 465

462.5

460

457.5

455

452.5

0.0' - 0.6': TOPSOIL

0.6' - 9.0': Silty CLAY (cl-ml), orangish-brown, moist

9.0' - 17.5': Lean CLAY (cl), orangish-brown, moist to very moist

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

S-4: PPT=2.75 tsf

S-6: sample very moist; PPT=0.75 tsf

1.8'

1.4'

1.9'

2.0'

1.9'

2.0' 22.1

4-6-6-7

1-2-4-6

2-5-6-10

4-5-10-10

2-4-7-8

2-4-4-5

12

6

11

15

11

8

Project Name

Project Oak Warehouse Facility

Boring No.

B-2

Location

Southern Half of West Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

467.47

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/14/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/18/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION ft. ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS. ft. ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 450

447.5

445

442.5

440

437.5

17.5' - 22.0': Silty GRAVEL with sand (gm), gray, moist

(Highly weathered LIMESTONE) - gravel is limestone fragments

22.0' - 30.0': LIMESTONE, gray, medium hard, moderately to slightly weathered, thinly bedded, very closely to medium spaced fractures, shallow to medium dip fractures

Bottom of Boring at 30.0 feet

Drill water lost at 17.0' Auger Refusal at 20.0'; Augers kicking

off pinnacle

R-1: 22.0'-25.0' Rec=100%, RQD=

50%

R-2: 25.0'-26.0' Rec=100%, RQD=

33%

R-3: 26.0'-30.0' Rec=98%, RQD=56%

0.3'

3.0'

1.0'

3.9'

50/.5 100 100

Project Name

Project Oak Warehouse Facility

Boring No.

B-2

Location

Southern Half of West Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

467.47

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/14/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/18/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION ft. ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS. ft. ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

2.5' - 8.0': Silty SAND with gravel (sm), gray, moist

(Highly weathered LIMESTONE)

- gravel is limestone fragments

8.0' - 18.0': LIMESTONE, gray, medium hard, moderately to slightly weathered, thinly bedded, very closely to closely spaced fractures, shallow to medium dip fractures, some calcite veins

S-1: PPT=2.5 tsf Soil classifications

based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

Project Name

Project Oak Warehouse Facility

Boring No.

B-3

Location

Northern Half of West Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

476.38

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/18/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/18/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

4.5

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

16.0

ft.

N/A

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 460

457.5

455

452.5

450

447.5

445

Bottom of Boring at 18.0 feet

R-3: 16.0'-18.0' Rec=100%, RQD=

50%

2.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-3

Location

Northern Half of West Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

476.38

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/18/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/18/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

4.5

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

16.0

ft.

N/A

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

5.0' - 7.5': Silty GRAVEL with sand (gm), gray, dry

(Highly weathered LIMESTONE) - gravel is limestone fragments

7.5' - 30.5': LIMESTONE, gray, medium hard, moderately to slightly weathered, thinly bedded, very closely to medium spaced fractures, shallow dip fractures, some calcite veins

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

S-2: PPT=4.25 tsf

R-1: 7.5'-10.5' Rec=100%, RQD=

14%

Auger Refusal at 8.0'

R-2: 10.5'-15.5'

Project Name

Project Oak Warehouse Facility

Boring No.

B-4

Location

Northwest Building Corner

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

490.32

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/13/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/13/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

1.5

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

N/A

ft.

5.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 472.5

470

467.5

465

462.5

460

Bottom of Boring at 30.5 feet

Rec=5.0', RQD=83%

R-4: 20.5'-25.5' Rec=5.0', RQD=67%

R-5: 25.5'-30.5' Rec=5.0', RQD=50%

5.0'

5.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-4

Location

Northwest Building Corner

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

490.32

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/13/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/13/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

1.5

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

N/A

ft.

5.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

13.0' - 14.0': Silty GRAVEL (gm), dark gray, moist

(Highly weathered LIMESTONE) 14.0' - 24.0': LIMESTONE, light gray, hard, slightly weathered to fresh, thinly bedded, closely to medium spaced fractures, shallow to medium dip fractures

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

Auger refusal at 14.0'

R-1: 14.0'-19.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-5

Location

Southwest Portion of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

466.28

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

1/2/2019

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

1/2/2019

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

22.0

ft.

16.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

16.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 450

447.5

445

442.5

440

437.5

435

14.0'-16.0': very broken

Bottom of Boring at 24.0 feet

R-2: 19.0'-24.0' Rec=100%, RQD=

80%

5.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-5

Location

Southwest Portion of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

466.28

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

1/2/2019

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

1/2/2019

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

22.0

ft.

16.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

16.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

brown and orangish-brown, moist

7.5' - 11.0': Silty GRAVEL with sand (gm), dark gray, wet (Highly weathered LIMESTONE) - gravel is limestone fragments

11.0' - 21.0': LIMESTONE, gray, medium hard, moderately to slightly weathered, thinly bedded, closely to medium spaced fractures, shallow dip fractures

12.0'-12.3': brown clay seam

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

PPT=2.0 tsf

R-1: 11.0'-16.0' Rec=100%, RQD=0%

Casing refusal at 11.0' 1.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-6

Location

Northwest Portion of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

472.51

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

12/19/2018

Pipe Size

N/A

in. Boring Method

Spin Casing

Date Completed

12/19/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

7.0

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

15.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 455

452.5

450

447.5

445

442.5

Bottom of Boring at 21.0 feet

R-2: 16.0'-21.0' Rec=100%, RQD=

58%

5.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-6

Location

Northwest Portion of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

472.51

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

12/19/2018

Pipe Size

N/A

in. Boring Method

Spin Casing

Date Completed

12/19/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

7.0

ft.

N/A

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

15.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

(Highly weathered LIMESTONE) - gravel is limestone fragments 6.5' - 9.5': Lean CLAY (cl), dark orangish-brown, moist

- with broken limestone fragments

9.5' - 16.0': LIMESTONE, gray, medium hard, slightly weathered to fresh, thinly bedded, medium to widely spaced fractures, shallow to medium dip fractures

S-1: PPT=1.25 tsf Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

R-1: 6.0'-11.0' Rec=30%, RQD=20%

No drill water return while coring.

Auger refusal at 6.0'

R-2: 11.0'-16.0'

Project Name

Project Oak Warehouse Facility

Boring No.

B-7

Location

Middle of South Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

464.59

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

12/27/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/27/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

Dry

ft.

6.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

6.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 447.5

445

442.5

440

437.5

435

Bottom of Boring at 16.0 feet

Project Name

Project Oak Warehouse Facility

Boring No.

B-7

Location

Middle of South Exterior Wall Line

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

C. Leatherman / HCEA

Surf. Elev.

464.59

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

N. Lauver / HCEA

Date Started

12/27/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/27/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

Dry

ft.

6.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

Dry

ft.

6.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

0

2.5

5

7.5

10

12.5

15 465

462.5

460

457.5

455

452.5

0.0' - 0.5': TOPSOIL

0.5' - 6.0': Silty CLAY (cl-ml), orangish-brown, moist

6.0' - 22.5': Fat CLAY (CH), orangish-brown, moist

Soil classifications based on Visual-Manual procedure (ASTM D2488) unless

laboratory classified.

S-2: PPT=2.0 tsf

S-4 Lab Tested:

USCS Class=CH, LL=82, PL=26, PI=56

S-5: PPT=2.75 tsf 1.9'

1.6'

1.6'

1.9'

1.6'

1.9'

4-4-5-6

4-4-6-7

1-3-4-7

3-5-6-15

2-5-6-10

2-4-6-8

9

10

7

11

11

10

Project Name

Project Oak Warehouse Facility

Boring No.

B-8

Location

Approximate Middle of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

467.35

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/13/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/14/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

Dry

ft.

32.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

N/A

ft.

15.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

17.5

20

22.5

25

27.5

30 450

447.5

445

442.5

440

437.5

22.5' - 24.5': Lean CLAY with sand (cl), orangish-brown, very moist

24.5' - 32.5': Silty, clayey

GRAVEL with sand (gm-gc), gray, moist

(Highly weathered LIMESTONE) - gravel is limestone fragments

Auger Refusal at 32.5' 1.9'

1.5'

1.0'

2-4-4-6

WOR-WOR-WOR-12

12-13-6-6 8

0

19

Project Name

Project Oak Warehouse Facility

Boring No.

B-8

Location

Approximate Middle of Building Footprint

Job #

R18085

SAMPLER

Datum Hammer Wt.

140

lbs. Hole Diameter

3.25" ID

Foreman

N. Lararo / HCEA

Surf. Elev.

467.35

Ft. Hammer Drop

30

in. Rock Core Diameter

NQ2 - 2.0"

Classified By

J. Hanak / HCEA

Date Started

12/13/2018

Pipe Size

N/A

in. Boring Method

HSA

Date Completed

12/14/2018

GROUND WATER

CAVE IN DEPTH

SAMPLER TYPE SAMPLE CONDITIONS BORING METHOD

DRIVEN SPLIT SPOON UNLESS OTHERWISE D - DISINTEGRATED AT COMPLETION

Dry

ft.

32.0

ft. HSA - HOLLOW STEM AUGERS

PT - PRESSED SHELBY TUBE I - INTACT AFTER 24 HRS.

N/A

ft.

15.0

ft. CFA - CONTINUOUS FLIGHT AUGERS

CA - CONTINUOUS FLIGHT AUGER U - UNDISTURBED AFTER HRS. ft. ft. DC - DRIVING CASING

Elevation/

Depth

SOIL SYMBOLS/

SAMPLE CONDITIONS

Description Boring and Sampling

Notes Rec. NM

% SPT Blows

N

SPT Blows/Foot C u r v e

10 30 50

32.5

35

37.5

40

42.5

45

47.5 435

432.5

430

427.5

425

422.5

420

32.5' - 39.0': LIMESTONE, gray, medium hard, moderately to slightly weathered, thinly bedded, very closely to medium spaced fractures, shallow dip fractures, some calcite veins

Bottom of Boring at 39.0 feet

Bottom of Boring at 39.0 feet

In document ENGINEERING ASSOCIATES, INC. (Page 24-200)