36C10F19R0010-0004082.pdf

Great Lakes National Cemetery Phase II Development July 31, 2018

ECS Project No. 16:12282 Page 36 excavation is recommended to be 1 foot wider than the footing (6 inches on each side), and the lean concrete should be allowed to sufficiently harden prior to placement of the foundation concrete. Use of lean mix concrete to limit lateral over-excavation may not be effective due to caving of excavation sidewalls in the granular soil. Open graded gravel (i.e. AASHTO #57 stone) is not recommended to be used to backfill foundation undercuts as this could result in a bathtub or reservoir condition, allowing the accumulation of water and potential softening of the bearing soils.

Depending on the excavation methods used to reach the proposed building subgrade elevation, it is possible that the bearing surface may be disturbed during excavation. The recommended bearing pressure provided above is based on the foundations bearing directly on undisturbed materials. Should the bearing subgrade be disturbed during excavation, the foundations will need to be undercut to undisturbed materials or the disturbed materials removed and replaced as described above.

Slab and Pavement Subgrade Verification: The exposed subgrades within the expanded building and pavement limits should be observed by the geotechnical engineer or a qualified testing agency prior to engineered fill placement to document that adequate subgrade preparation has been achieved. The exposed subgrades should then be proofrolled in accordance with section

6.1.2 Proofrolling. Following proofrolling, subgrades should be properly compacted and new engineered fill can be placed. Engineered fill should be moisture conditioned to within -1/+3 percentage points of optimum moisture content then be compacted to the required density. If there will be a significant time lag between the site grading work and final grading of concrete slab and pavement areas prior to the placement of the subbase stone and concrete/bituminous, a representative of ECS should be called on to verify the condition of the prepared subgrade. Prior to final slab and pavement construction, the subgrade may require scarification, moisture conditioning, and re-compaction to restore stable conditions.

Due to the potential variability of the support characteristics of the exposed soils and disturbance from construction traffic and exposure to weather, some undercutting and/or alternate stabilization of the near surface soils may be necessary prior to floor slab and pavement construction. Slabs and pavements should not be allowed to bear directly on the surficial disturbed soils or existing fill unless specifically evaluated by the geotechnical engineer.

6.4 UTILITY INSTALLATIONS

Utility Subgrades: The soils encountered in our exploration are expected to be generally suitable for support of utility pipes. The pipe subgrade should be observed and probed for stability by the geotechnical engineer or a qualified testing agency to evaluate the suitability of the materials encountered. Any loose or unsuitable materials encountered at the utility pipe subgrade elevation should be removed and replaced with suitable compacted engineered fill or pipe bedding material.

ECS Project No. 16:12282 Page 37

Utility Backfilling: The granular bedding material should be at least 4 inches thick, but not less than that specified by the project drawings and specifications. Fill placed for support of the utilities, as well as backfill over the utilities, should satisfy the requirements for Engineered fill given in this report. Compacted backfill should be free of topsoil, roots, ice, or any other material designated as unsuitable. The backfill should be moisture conditioned, placed, and compacted in accordance with the recommendations of this report.

6.5 GENERAL CONSTRUCTION CONSIDERATIONS

Subgrade Protection: Measures should be taken to limit site disturbance, especially from rubber-tired heavy construction equipment, and to control and remove surface water from development areas, including structural and pavement areas. It would be advisable to designate a haul road and construction staging area to limit the areas of disturbance and to prevent construction traffic from excessively degrading sensitive subgrade soils and existing pavement areas. Haul roads and construction staging areas could be covered with excess depths of aggregate to help protect those subgrades. The aggregate can later be removed and used in pavement areas.

Surface Drainage: Surface drainage conditions should be properly maintained. Surface water should be directed away from the construction area, and the work area should be sloped away from the construction area at a gradient of 1 percent or steeper to reduce the potential of water ponding on the site surface and the subsequent saturation of the surface and subsurface soils. At the end of each work day, the subgrade soils should be sealed by rolling the surface with a smooth drum roller to reduce infiltration of surface water.

Excavation Safety: All excavations and slopes should be made and maintained in accordance with

OSHA excavation safety standards. The contractor is solely responsible for designing and constructing stable, temporary excavations and slopes and should shore, slope, or bench the sides of the excavations and slopes as required to maintain stability of both the excavation sides and bottom. The contractor’s responsible person, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor’s safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. ECS is providing this information solely as a service to our client. ECS is not assuming responsibility for construction site safety or the contractor’s activities; such responsibility is not being implied and should not be inferred.

Erosion Control: The surface soils may be erodible. Therefore, the Contractor should provide and maintain good site drainage during earthwork operations to maintain the integrity of the surface soils. All erosion and sedimentation controls should be in accordance with sound engineering practices and local requirements.

ECS Project No. 16:12282 Page 38

Existing Fill Considerations: Existing fill was encountered at some of the test boring locations.

Unsuitable materials may be buried beneath the site surface not identified by the borings. If questionable material is encountered, it should be evaluated by ECS to determine if removal and replacement with Engineered Fill is necessary. Alteration to the recommendations of this report may be needed, if conditions different than those noted on the test boring logs are revealed.

Wetland Considerations: Areas identified as “wetland” were present at the site. These areas may contain wet and/or organic soils. If developed, dewatering, and overexcavation and replacement with Engineered Fill may be needed. Special permits and compensatory wetland areas may also be needed to develop these areas.

ECS Project No. 16:12282 Page 39

7.0 CLOSING

ECS has prepared this report of findings, evaluations, and recommendations to guide geotechnical-related design and construction aspects of the project.

The description of the proposed project is based on information provided to ECS by Gordon. If any of this information is inaccurate, either due to our interpretation of the documents provided or site or design changes that may occur later, ECS should be contacted immediately in order that we can review the report in light of the changes and provide additional or alternate recommendations as may be required to reflect the proposed construction.

We recommend that ECS be allowed to review the project’s plans and specifications pertaining to our work so that we may ascertain consistency of those plans/specifications with the intent of the geotechnical report.

Field observations and quality assurance testing during earthwork and foundation installation are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise.

We cannot be responsible for the evaluations, opinions, interpretations or conclusions of others based on our data and recommendations, including any recommended undercuts or re-design. We recommend that ECS be retained to observe the soil conditions once construction begins in order that we may check that our recommendations are valid. We reserve the right to modify our recommendations based on observations during construction, if it is appropriate to do so at that time.

APPENDIX A – Drawings & Reports

Site Location Diagram

Boring Location Diagrams

Subsurface Boring Location Plan (Prepared By Gordon)

Service Layer Credits: Esri, HERE, Garmin, © OpenStreetMap contributors

²

GORDON

GREAT LAKES NATIONAL CEMETERY

4200 BELFORD ROAD, HOLLY, MICHIGAN

SITE LOCATION DIAGRAM

0 4,0002,000 Feet

7/25/2018

ENGINEER

SCALE

12282

PROJECT NO.

SHEET

DATE

BMT

1 " = 2000 '

R-3

S-2

R-6

D-1

R-5

R-2

R-1

R R'

7/31/2018

Service Layer Credits: Esri, HERE, Garmin, © OpenStreetMap contributors

²

ENGINEER

SCALE

12282

PROJECT NO.

SHEET

DATE

KSC

Legend Approximate boring locations -

Approximate boring locations -

Approximate boring locations -

GORDON

GREAT LAKES NATIONAL CEMETERY

4200 BELFORD ROAD, HOLLY, MI

BORING LOCATION DIAGRAM

0 600300

Feet

1 " = 300 '

R-8

B-1

I-1

D-4

D-3

D-2

R-4

B

R

7/31/2018

Service Layer Credits: Esri, HERE, Garmin, © OpenStreetMap contributors

²

ENGINEER

SCALE

12282

PROJECT NO.

SHEET

DATE

KSC

Legend Approximate boring locations -

Approximate boring locations -

Approximate infiltration locations -

Approximate boring locations -

GORDON

GREAT LAKES NATIONAL CEMETERY

4200 BELFORD ROAD, HOLLY, MI

BORING LOCATION DIAGRAM

0 600300

S-9 S-8

S-7 S-6 S-5

I-6

I-5 D-9

D-8 B-7

B-6

B-5 S-4

I-4

I-3

D-7

D-6

R-9 B-4

B-3 B-2

S-3

R-8

I-2 D-5

B-1

A

B

R

A'

B'

R'

7/31/2018

Service Layer Credits: Esri, HERE, Garmin, © OpenStreetMap contributors

²

ENGINEER

SCALE

12282

PROJECT NO.

SHEET

DATE

KSC

Legend Approximate boring locations -

Approximate boring locations -

Approximate infiltration locations -

Approximate boring locations -

Approximate boring locations -

GORDON

GREAT LAKES NATIONAL CEMETERY

4200 BELFORD ROAD, HOLLY, MI

BORING LOCATION DIAGRAM

0 600300

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

923PC2006

JULY 6, 2018 JPG BJS Dwg. of 103

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

DESIGN DEVELOPMENT 1 SUBMISSION

DESIGN DEVELOPMENT 1

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

BI100

FULL DEPTH BORING FOR

BUILDINGS/STRUCTURES

NEW ROAD BORING LOCATION

(DEPTH AS NEEDED TO DETERMINE

PAVEMENT DESIGN)

INFILTRATION TESTING LOCATION

EXISTING ROAD BORING LOCATION

(DEPTH FROM 3-5 FEET AS NEEDED

TO ASSESS AND DETERMINE

PAVEMENT REPLACEMENT DESIGN)

SOIL BORING FOR NEW

BURIAL SECTIONS

NOTE: REFER TO SUBSURFACE INVESTIGATION REPORT

FOR BORING LOG INFORMATION AND RECOMMENDATIONS.

SUBSURFACE BORING LOCATION

PLAN

APPENDIX B – Field Operations

Reference Notes for Boring Logs

Boring Logs B-1 through B-7

Boring Logs D-1 through D-9

Boring Logs R-1 through R-9

Boring Logs S-1 through S-9

Subsurface Profiles

Pavement Core Summary and Photographs

Reference Notes for Boring Logs (03-22-2017) © 2017 ECS Corporate Services, LLC. All Rights Reserved

COHESIVE SILTS & CLAYS

UNCONFINED

COMPRESSIVE

STRENGTH, QP

SPT

(BPF)

CONSISTENCY

(COHESIVE)

<0.25 <3 Very Soft

0.25 - <0.50 3 - 4 Soft

0.50 - <1.00 5 - 8 Firm

1.00 - <2.00 9 - 15 Stiff

2.00 - <4.00 16 - 30 Very Stiff

4.00 - 8.00 31 - 50 Hard

>8.00 >50 Very Hard

GRAVELS, SANDS & NON-COHESIVE SILTS

SPT

DENSITY

<5 Very Loose

5 - 10 Loose

11 - 30 Medium Dense

31 - 50 Dense

>50 Very Dense

REFERENCE NOTES FOR BORING LOGS

Classifications and symbols per ASTM D 2488-09 (Visual-Manual Procedure) unless noted otherwise.

To be consistent with general practice, “POORLY GRADED” has been removed from GP, GP-GM, GP-GC, SP, SP-SM, SP-SC soil types on the boring logs.

Non-ASTM designations are included in soil descriptions and symbols along with ASTM symbol [Ex: (SM-FILL)].

Typically estimated via pocket penetrometer or Torvane shear test and expressed in tons per square foot (tsf).

Standard Penetration Test (SPT) refers to the number of hammer blows (blow count) of a 140 lb. hammer falling 30 inches on a 2 inch OD split spoon sampler required to drive the sampler 12 inches (ASTM D 1586). “N-value” is another term for “blow count” and is expressed in blows per foot (bpf).

The water levels are those levels actually measured in the borehole at the times indicated by the symbol. The measurements are relatively reliable when augering, without adding fluids, in granular soils. In clay and cohesive silts, the determination of water levels may require several days for the water level to stabilize. In such cases, additional methods of measurement are generally employed.

Minor deviation from ASTM D 2488-09 Note 16.

Percentages are estimated to the nearest 5% per ASTM D 2488-09.

RELATIVE

AMOUNT

COARSE

GRAINED

FINE

GRAINED

Trace <5 <5

Dual Symbol (ex: SW-SM)

10 10

With 15 - 20 15 - 25

Adjective (ex: “Silty”)

>25 >30

WATER LEVELS

WL Water Level (WS)(WD)

(WS) While Sampling

(WD) While Drilling

SHW Seasonal High WT

ACR After Casing Removal

SWT Stabilized Water Table

DCI Dry Cave-In

WCI Wet Cave-In

DRILLING SAMPLING SYMBOLS & ABBREVIATIONS

SS Split Spoon Sampler PM Pressuremeter Test

ST Shelby Tube Sampler RD Rock Bit Drilling

WS Wash Sample RC Rock Core, NX, BX, AX

BS Bulk Sample of Cuttings REC Rock Sample Recovery %

PA Power Auger (no sample) RQD Rock Quality Designation %

HSA Hollow Stem Auger

PARTICLE SIZE IDENTIFICATION

DESIGNATION PARTICLE SIZES

Boulders 12 inches (300 mm) or larger

Cobbles 3 inches to 12 inches (75 mm to 300 mm)

Gravel: Coarse ¾ inch to 3 inches (19 mm to 75 mm)

Fine 4.75 mm to 19 mm (No. 4 sieve to ¾ inch)

Sand: Coarse 2.00 mm to 4.75 mm (No. 10 to No. 4 sieve)

Medium 0.425 mm to 2.00 mm (No. 40 to No. 10 sieve)

Fine 0.074 mm to 0.425 mm (No. 200 to No. 40 sieve)

Silt & Clay (“Fines”) <0.074 mm (smaller than a No. 200 sieve)

MATERIAL

1,2

ASPHALT

CONCRETE

GRAVEL

TOPSOIL

VOID

BRICK

AGGREGATE BASE COURSE

FILL

MAN-PLACED SOILS

GW WELL-GRADED GRAVEL

gravel-sand mixtures, little or no fines

GP POORLY-GRADED GRAVEL

gravel-sand mixtures, little or no fines

GM SILTY GRAVEL

gravel-sand-silt mixtures

GC CLAYEY GRAVEL

gravel-sand-clay mixtures

SW WELL-GRADED SAND

gravelly sand, little or no fines

SP POORLY-GRADED SAND

gravelly sand, little or no fines

SM SILTY SAND

sand-silt mixtures

SC CLAYEY SAND

sand-clay mixtures

ML SILT

non-plastic to medium plasticity

MH ELASTIC SILT

high plasticity

CL LEAN CLAY

low to medium plasticity

CH FAT CLAY

OL ORGANIC SILT or CLAY non-plastic to low plasticity

OH ORGANIC SILT or CLAY

PT PEAT

highly organic soils

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [4" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

(SP-SM) FINE SAND WITH SILT, trace gravel, brown and gray, wet, loose

(CL) LEAN CLAY, trace gravel, trace sand, gray, moist, firm

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff

END OF BORING @ 30'

2.5

11 5.25

6.0+

6.0+

6 23

0.75

8 21

1.75

1.5

101.0

CLIENT

Gordon

Job #:

16:12282

BORING #

B-1

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 8.7' WS WD BORING STARTED 06/19/18 CAVE IN DEPTH @ 14'

WL(SHW) WL(ACR) BORING COMPLETED 06/19/18 HAMMER TYPE Auto

WL RIG CME-45 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+920 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [8" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, stiff to hard

(SP) FINE SAND, trace gravel, trace silt, brown, wet, loose

(ML/CL) CLAYEY SILT, trace gravel, trace sand, gray, wet, loose

(SP) FINE SAND, trace gravel, trace silt, gray, wet, loose (CL) LEAN CLAY, trace gravel, trace sand, gray, moist, stiff

(ML) SILT WITH SAND, trace gravel, gray, wet, medium dense

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff

END OF BORING @ 30'

9 20

1.0

6.0

4.75

8 22

12 27

15 25

1.0

8 12 1.0

9 14

1.0

15 1.75

CLIENT

Gordon

Job #:

16:12282

BORING #

B-2

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 6' WS WD BORING STARTED 06/19/18 CAVE IN DEPTH @ 8.8'

WL(SHW) WL(ACR) BORING COMPLETED 06/19/18 HAMMER TYPE Auto

WL RIG CME-45 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+917 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [3" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

(SM) SILTY FINE SAND, brown, wet, medium dense (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff (CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff to very stiff

END OF BORING @ 30'

13 17 3.25

12 6.0+

6.0+

6.0+

6.0

2.5

1.0

14 2.0

13 2.0

CLIENT

Gordon

Job #:

16:12282

BORING #

B-3

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 13' WS WD BORING STARTED 06/19/18 CAVE IN DEPTH @ 13.2'

WL(SHW) WL(ACR) BORING COMPLETED 06/19/18 HAMMER TYPE Auto

WL RIG CME-45 FOREMAN Al DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+925 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [8" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff to very stiff

With occasional sand seams below 20'

END OF BORING @ 30'

7 18 2.75

4.0

11 13 4.0

11 14 4.5

4.5

1.25

9 13

1.0

1.5

14 14

2.5

CLIENT

Gordon

Job #:

16:12282

BORING #

B-4

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 20' WS WD BORING STARTED 06/25/18 CAVE IN DEPTH @ 13.9'

WL(SHW) WL(ACR) BORING COMPLETED 06/25/18 HAMMER TYPE Manual

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+928 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [9" +/-]

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, stiff to hard

(SM) SILTY SAND WITH GRAVEL, brown, wet, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff

(SM/GM) SILTY SAND WITH GRAVEL/

GRAVEL WITH SAND, gray, wet, medium dense

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, very stiff

END OF BORING @ 30'

6 15 1.0

1.25

4.5

4.0

7 16 2.75

11 16

1.0

2.75

CLIENT

Gordon

Job #:

16:12282

BORING #

B-5

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 9.7' WS WD BORING STARTED 06/20/18 CAVE IN DEPTH @ 16'

WL(SHW) WL(ACR) BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+929 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [4" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to firm

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff to very stiff

With occasional small wet sand seams

END OF BORING @ 30'

2.75

1.0

6 20

0.50

7 15 2.25

9 12 2.25

1.75

1.0

11 13

2.75

1.25

CLIENT

Gordon

Job #:

16:12282

BORING #

B-6

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 28' WS WD BORING STARTED 06/20/18 CAVE IN DEPTH @ 28.1'

WL(SHW) WL(ACR) BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+930 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [2" +/-] (CL/ML FILL) FILL, SANDY SILTY CLAY, trace gravel, dark brown, moist, stiff to very stiff

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, hard to very stiff

END OF BORING @ 30'

11 22

1.0

9 17

2.0

2.0

6.0

5.75

10 12

5.0

9 11

5.75

11 13

2.5

13 14

2.75

CLIENT

Gordon

Job #:

16:12282

BORING #

B-7

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/20/18 CAVE IN DEPTH @ 27'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

2.5

7.5

12.5

927.5

922.5

917.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [8" +/-]

(CL/ML) SANDY LEAN CLAY, trace gravel, brown, moist, very stiff

(CL/ML) SANDY SILTY CLAY, trace gravel, yellowish brown and gray, moist, stiff

END OF BORING @ 10'

2.5

19 2.5

2.0

7 19

1.25

CLIENT

Gordon

Job #:

16:12282

BORING #

D-1

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 9.5'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

917.5

912.5

907.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [6" +/-]

(CL/ML) SANDY LEAN CLAY, trace gravel, brown, moist, very stiff to hard

(SM) SILTY FINE TO MEDIUM SAND, trace gravel, trace silt, brown, wet, medium dense

END OF BORING @ 10'

4.5+

11 16 2.5

13 16

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-2

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+921 (+/-)

7.5

12.5

922.5

917.5

912.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [6" +/-]

(CL/ML) SANDY LEAN CLAY, trace gravel, brown, moist, hard

END OF BORING @ 10'

4.5+

4.5+

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-3

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 8.8'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+924 (+/-)

7.5

12.5

922.5

917.5

912.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [6" +/-]

(CL/ML) SANDY LEAN CLAY, trace gravel, brown, moist, hard

END OF BORING @ 10'

4.5+

4.5+

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-4

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 9'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

917.5

912.5

907.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Gravel and Sand Roadbed [10" +/-]

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

(SM) SILTY FINE TO MEDIUM SAND, trace clay, brown, moist, medium dense

(SP) MEDIUM TO COARSE SAND WITH

GRAVEL, trace silt, brown to gray, wet, medium dense

END OF BORING @ 10'

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-5

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 5.1' WS WD BORING STARTED 06/20/18 CAVE IN DEPTH @ 5.2'

WL(SHW) WL(ACR) BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+918 (+/-)

7.5

12.5

912.5

907.5

902.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Gravel and Sand Roadbed [14" +/-]

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

END OF BORING @ 10'

4.5+

4.5+

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-6

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/20/18 CAVE IN DEPTH

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+915 (+/-)

7.5

12.5

912.5

907.5

902.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [4" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

END OF BORING @ 10'

2.0

4.5+

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-7

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 9.7'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

912.5

907.5

902.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Gravel and Sand Roadbed [12" +/-]

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

END OF BORING @ 10'

4.5+

11 12 4.5+

10 12

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

D-8

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/20/18 CAVE IN DEPTH @ 9.3'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/20/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+916 (+/-)

7.5

12.5

922.5

917.5

912.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil [6" +/-]

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff to hard

END OF BORING @ 10'

3.5

4.5+

3.5

4.25

CLIENT

Gordon

Job #:

16:12282

BORING #

D-9

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 9.5'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

927.5

922.5

917.5

S-1

S-2

SS

SS

Bituminous Pavement [3.38" +/-] Crushed Gravel Subbase [12" +/-]

(CL/ML) SANDY SILTY CLAY WITH GRAVEL,

brown, moist, very stiff

END OF BORING @ 5'

2.75

CLIENT

Gordon

Job #:

16:12282

BORING #

R-1

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4.7'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHODDRILLING METHOD

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+931 (+/-)

7.5

12.5

922.5

917.5

912.5

S-1

S-2

SS

SS

Bituminous Pavement [3.5" +/-] Crushed Gravel Subbase[10" +/-]

(SP FILL) FILL, FINE TO MEDIUM SAND WITH

GRAVEL, trace silt, brown, moist, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, very stiff

END OF BORING @ 5'

4 20

2.0

CLIENT

Gordon

Job #:

16:12282

BORING #

R-2

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4.3'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+924 (+/-)

7.5

12.5

927.5

922.5

917.5

S-1

S-2

SS

SS

Bituminous Pavement [2.75" +/-] Crushed Gravel Subbase [10" +/-]

(CL/ML) SANDY SILTY CLAY WITH GRAVEL,

brown, moist, hard

With occasional small sand seams

END OF BORING @ 5'

4.5+

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

R-3

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

912.5

907.5

902.5

S-1

S-2

SS

SS

Bituminous Pavement [2.25" +/-] Crushed Gravel Subbase [21" +/-]

(SP FILL) FILL, FINE TO MEDIUM SAND WITH

GRAVEL, trace clay, brown, moist, medium dense (CL/ML FILL) FILL, SANDY SILTY CLAY, trace gravel, brown, moist, hard

(SP FILL) FILL, FINE SAND, trace gravel, trace silt, brown, moist, medium dense

END OF BORING @ 5'

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

R-4

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

922.5

917.5

912.5

S-1

S-2

SS

SS

Bituminous Pavement [4.38" +/-]

Crushed Gravel Subbase [10" +/-]

(SP FILL) FILL, FINE TO MEDIUM SAND WITH

GRAVEL, trace silt, brown, moist, medium dense

(CL FILL) FILL, SANDY LEAN CLAY WITH

GRAVEL, brown, moist, very stiff

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

END OF BORING @ 5'

3.25

CLIENT

Gordon

Job #:

16:12282

BORING #

R-5

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+926 (+/-)

7.5

12.5

927.5

922.5

917.5

S-1

S-2

SS

SS

Bituminous Pavement [2.38" +/-] Crushed Gravel Subbase [6" +/-]

(SP FILL) FILL, MEDIUM TO COARSE SAND

WITH GRAVEL, trace silt, brown, moist, loose

(CL/ML FILL) FILL, SANDY SILTY CLAY, trace gravel, brown, moist, firm

(SP FILL) FILL, MEDIUM TO COARSE SAND

WITH GRAVEL, trace silt, brown, moist, medium dense

END OF BORING @ 5'

220.50

CLIENT

Gordon

Job #:

16:12282

BORING #

R-6

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

917.5

912.5

907.5

S-1

S-2

SS

SS

Bituminous Pavement [4.25" +/-]

Crushed Gravel Subbase [6" +/-]

(SP FILL) FILL, FINE TO MEDIUM SAND, trace gravel, trace silt, brown, moist, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, stiff to very stiff

END OF BORING @ 5'

1.75

3.75

CLIENT

Gordon

Job #:

16:12282

BORING #

R-7

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+922 (+/-)

7.5

12.5

917.5

912.5

907.5

S-1

S-2

SS

SS

Bituminous Pavement [4.25" +/-]

Crushed Gravel Subbase [7" +/-]

(SP FILL) FILL, MEDIUM TO COARSE SAND

WITH GRAVEL, trace silt, brown, moist, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, stiff to hard

END OF BORING @ 5'

1.0

4.5+

CLIENT

Gordon

Job #:

16:12282

BORING #

R-8

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4.5'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+922 (+/-)

7.5

12.5

927.5

922.5

917.5

S-1

S-2

SS

SS

Bituminous Pavement [2.75" +/-] Crushed Gravel Subbase [6" +/-]

(SP FILL) FILL, MEDIUM TO COARSE SAND

WITH GRAVEL, trace silt, brown and light brown, moist, dense

(CL/ML FILL) FILL, SANDY SILTY CLAY, trace gravel, brown, moist, very stiff

(SP FILL) FILL, MEDIUM TO COARSE SAND

WITH GRAVEL, trace silt, trace clay, brown, moist, medium dense

END OF BORING @ 5'

2.25

CLIENT

Gordon

Job #:

16:12282

BORING #

R-9

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/22/18 CAVE IN DEPTH @ 4.3'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/22/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al DRILLING METHOD CFADRILLING METHOD CFA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SS

SS

SS

SS

SS

SS

SS

Topsoil [4" +/-] - Mulch (SM FILL) FILL, SILTY SAND, trace gravel, trace clay, brown, moist, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, brown and gray to brown, moist, very stiff to hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, hard to stiff

END OF BORING @ 20'

20 2.5

15 19 4.5+

13 13 2.5

3.75

4.5+

15 1.75

CLIENT

Gordon

Job #:

16:12282

BORING #

S-1

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 17.8'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SS

SS

SS

SS

SS

SS

SS

Topsoil [6" +/-] - Mulch (SM FILL) FILL, SILTY SAND, trace gravel, trace clay, brown, moist, loose

(CL/ML) SANDY SILTY CLAY, trace gravel, contains slight roots at 3½' to 5', brown and gray to brown, moist, very stiff to hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, very stiff to stiff

END OF BORING @ 20'

9 12 3.5

20 2.5

16 16 4.5+

13 13 3.75

4.0

2.5

15 1.75

CLIENT

Gordon

Job #:

16:12282

BORING #

S-2

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL Dry WS WD BORING STARTED 06/21/18 CAVE IN DEPTH @ 18.5'

WL(SHW) WL(ACR) Dry BORING COMPLETED 06/21/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SS

SS

SS

SS

SS

SS

SS

Coarse Gravel and Sand [7" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown and gray to brown, moist, very stiff

(GP/SP) GRAVEL WITH SAND/SAND WITH

GRAVEL, trace silt, gray and brown, wet, loose

(ML/CL) SANDY CLAYEY SILT, trace gravel, gray, moist, stiff

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, stiff to very stiff

END OF BORING @ 20'

9 21 2.75

5 21

2.5

5 22 2.5

7 14

1.0

12 2.0

1.5

CLIENT

Gordon

Job #:

16:12282

BORING #

S-3

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 6' WS WD BORING STARTED 06/19/18 CAVE IN DEPTH @ 6.5'

WL(SHW) WL(ACR) BORING COMPLETED 06/19/18 HAMMER TYPE Auto

WL RIG CME-45 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+911 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SS

SS

SS

SS

SS

SS

SS

Topsoil [6" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, very stiff

With wet sand seam at 18' to 20'

END OF BORING @ 20'

9 23 4.0

19 4.5

6 13 4.5+

7 10 4.0

7 11 3.75

8 11

2.75

7 23

3.0

CLIENT

Gordon

Job #:

16:12282

BORING #

S-4

SHEET

PROJECT NAME

Great Lakes National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

4200 Belford Road, Holly, Oakland County, MI

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 9.5' WS WD BORING STARTED 06/25/18 CAVE IN DEPTH @ 9.5'

WL(SHW) WL(ACR) BORING COMPLETED 06/25/18 HAMMER TYPE Auto

WL RIG CME-55 FOREMAN Al G. DRILLING METHOD HSADRILLING METHOD HSA

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT+914 (+/-)

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil [6" +/-] (CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, firm

(CL/ML) SANDY SILTY CLAY, trace gravel, brown, moist, hard

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, very stiff

(ML/CL) SANDY CLAYEY SILT, trace gravel, gray, moist, medium dense

(SP) FINE TO MEDIUM SAND WITH GRAVEL,

trace silt, gray, wet, loose

(ML/CL) SANDY CLAYEY SILT, trace gravel, gray, moist to wet, medium dense

With intermittent wet sand seams

(CL/ML) SANDY SILTY CLAY, trace gravel, gray, moist, very stiff

END OF BORING @ 30'

0.50

190.50

10 12 4.0

6.0

2.5

13 22

1.5

9 14

2.5

CLIENT

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