HDD PA-CA-0089.0000-RR (W-K31, and S-K33)

Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing this design, along with adherence to the Pennsylvania Pipeline Project Inadvertent Return Contingency Plan will ensure inadvertent impacts, if they were to occur, are also minimized to the maximum extent.

The drill will enter/exit 140 feet northwest of wetland K31. The drill will pass 12 feet under the northwestern most boundary of the wetland and 50 feet under the southeastern most boundary of the wetland. The drill will enter/exit 580 feet southeast of wetland K31. Stream K33 runs through this wetland which is 836 feet southeast of the northwest entry/exit point and 754 feet northwest of the southeast entry/exit point. The drill will pass 40 feet under this stream. Using the results of the geotechnical investigation, as well as several other data points, the entry/exit, angles, and depths have been configured to pass through the best substrates while maintaining pipe integrity (e.g., no large bends). The majority of the substrate that will be passed through is estimated to be silty sand, shale and silty clay.

HDD ENTRY/EXIT

N40.448381

W78.603465

0+

00

1+

00

2+

00

3+

00

4+

00

5+

00

6+

00

7+

00

8+

00

9+

00

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

16+

00

NFSR RAILWAY

N40.448819

W78.604350

NFSR RAILWAY

N40.448763

W78.604235

GEOTECH SB-01

GEOTECH SB-02

HDD ENTRY/EXIT

N40.450774

W78.608286

F

O

L

F

O

L

F

O

L

FO

L

F

O

L

F

O

L

F

O

L

F

O

L

F

O

L

FO

L

FO

L

NFSR RAILWAY

N40.448844

W78.604398

NFSR RAILWAY

N40.448799

W78.604311

1800

1900

2000

2100

1800

1900

2000

2100

-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+00

242'

40'

45'

36'

HD

D E

NT

RY

/E

XIT

0+

00

EL

.2

02

0'

HD

D E

NT

RY

/E

XIT

16

+0

0

EL

.1

99

2'

DO

MIN

IO

N P

IP

EL

IN

E

10

+4

0

40'

TIE

-IN

0+

34

NG

E

L. 2

01

8'

TIE

-IN

E

L. 2

01

3'

12'

12°

12°

GRADE

STA. 2+36

EL. 1970'

STA. 6+52

EL. 1926'

STA. 10+79

EL. 1926'

STA. 14+95

EL. 1970'

427'

108'

R=2000'

L=416'

S=419'

GE

OT

EC

H S

B-0

1

15

+8

4, 6

6' R

T

GE

OT

EC

H S

B-0

2

0+

42

, 5

' L

T

APPROXIMATE BEDROCK

ED

GE

O

F W

ET

LA

ND

K

31

ED

GE

O

F W

ET

LA

ND

K

31

CL

L

IT

TL

E C

ON

EM

AU

GH

RIV

ER

S

-K

33

7+

54

NF

SR

R

AIL

WA

Y

2+

55

UT

IL

IT

Y F

IB

ER

OP

TIC

2+

21

NF

SR

R

AIL

WA

Y

2+

80

OV

ER

HE

AD

P

OW

ER

LIN

E

0+

25

R=2000'

L=416'

S=419'

UT

IL

IT

Y F

IB

ER

OP

TIC

3+

32

NF

SR

R

AIL

WA

Y

2+

93

NF

SR

R

AIL

WA

Y

3+

10

41'

075 75 150

FEET

PA-CA-0089.0000

PA-CA-0090.0000

STATE ROUTE 22

-INCH HORIZONTAL DIRECTIONAL DRILL

REF. DRAWING

EROSION & SEDIMENT PLAN

AERIAL SITE PLAN

PLAN VIEW

PROFILE VIEW

NO. DESCRIPTION DATEBY CHK DATE

REVISIONS

DATEAPP

NOTES Sunoco LogisticsPartners L.P.

SUNOCO PIPELINE, L.P.

PENNSYLVANIA PIPELINE PROJECT

LEGEND

PERMANENT ROW

TEMPORARY CONSTRUCTION ROW

TEMPORARY WORKSPACE

TEMPORARY ACCESS ROAD

PERMANENT ACCESS ROAD

SPOIL SPACE ONLY

PROPOSED HDD

PROPOSED 20" PIPELINE

PROPOSED 16" PIPELINE

HDD ENTRY-EXIT

PEM WETLANDS

PSS WETLANDS

PFO WETLANDS

TO

TO

DWG NO DWG NO DESCRIPTION

1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83

2. STATIONING IS BASED ON HORIZONTAL DISTANCES.

3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION

OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS

FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,

LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO

DIGGING.

5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.

DESIGN AND CONSTRUCTION:

1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON

THIS DRAWING.

2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS

THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED

PIPELINE.

3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4

4. CROSSING PIPE SPECIFICATION:

HDD HORZ. LENGTH (L=):

HDD PIPE LENGTH (S=):

20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW

COATING: 14-16 MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95)

5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)).

6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).

7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND

STREAM CROSSINGS.

8. CARRIER PIPE NOT ENCASED.

9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ENGINEER.

10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.

11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR

PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.

12. BLASTING NOT PERMITTED.

13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.

LEGEND

PERMANENT ROW

TEMPORARY CONSTRUCTION ROW

TEMPORARY WORKSPACE

TEMPORARY ACCESS ROAD

PERMANENT ACCESS ROAD

SPOIL SPACE ONLY

PROPOSED HDD

PROPOSED 20" PIPELINE

PROPOSED 16" PIPELINE

HDD ENTRY-EXIT

PEM WETLANDS

PSS WETLANDS

PFO WETLANDS

20

02/13/15

09/30/16

03/15/16

05/18/16

NFSR RAILWAY

1"=150'

PA-CA-0089.0000-RR

CAMBRIA COUNTY, PENNSYLVANIA - CRESSON TOWNSHIP

S2-0090

A ISSUED FOR REVIEWPHK RMB AAW02/13/15

09/06/15

02/13/15

EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 MRS RMB AAW09/30/16

06/25/15

09/30/16

EP1 REVISED PER PADEP COMMENTSJTW RMB AAW05/18/16

ES-2.61

05/18/16

EP JTW RMB AAW03/15/16

SHEET 39

03/15/16

C ADDED GEOTECH INFO MRS RMB AAW09/06/15

ES-2.62

09/06/15

B ISSUED FOR BIDDLM RMB AAW06/25/15

SHEET 38

06/25/15

1600'

1614'

HDD PULLBACK ALONG ROW

PROPOSED 20" PIPELINE

EXISTING DOMINION PIPELINE

AC

CE

SS

D

RILL A

LO

NG

R

OW

FR

OM

C

AR

NE

Y'S

C

RO

SS

IN

G R

OA

D

NOTE: REFER TO TEST BORING LOG S2-0090

FOR COMPLETE SOIL MATERIAL DESCRIPTION

GEOTECH SB-01

-NG EL. 1977'

-TOPSOIL (0' - 0.1')

-SM (0.1' - 21.0')

-SHALE (21.0' - 28.9')

-COMPLETION

DEPTH EL. 1948'

GEOTECH SB-02

-NG EL. 2017'

-FILL (0.0' - 3.5')

-SM (3.5' - 21.0')

-COMPLETION

DEPTH EL. 1987'

-CL (21.0' - 30.0')

L

I

T

T

L

E

C

O

N

E

M

A

U

G

H

R

I

V

E

R

S

-

K

3

3

SUNOCO EASEMENT LIMITS - NOT LOD

PROPOSED 16" PIPELINE

HDD ENTRY/EXIT

N40.450790

W78.608187

F

O

L

F

O

L

F

O

L

FO

L

F

O

L

F

O

L

F

O

L

F

O

L

F

O

L

FO

L

FO

L

0+

00

1+

00

2+

00

3+

00

4+

00

5+

00

6+

00

7+

00

8+

00

9+

00

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

15+

80

NFSR RAILWAY

N40.448885

W78.604350

NFSR RAILWAY

N40.448806

W78.604189 TIE-IN

N40.448462

W78.603497

HDD ENTRY/EXIT

N40.448427

W78.603426

NFSR RAILWAY

N40.448842

W78.604261

NFSR RAILWAY

N40.448862

W78.604301

GEOTECH SB-01

GEOTECH SB-02

1800

1900

2000

2100

1800

1900

2000

2100

-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+00

281'

40'

42'

36'

HD

D E

NT

RY

/E

XIT

15+

80

EL.1994'

40'

12°

12°

GRADE

STA. 2+75

EL. 1961'

STA. 6+08

EL. 1926'

STA. 10+94

EL. 1926'

STA. 14+27

EL. 1961'

487'

157'

TIE

-IN

0+

24

NG

E

L. 2018'

TIE

-IN

E

L. 2013'

HD

D E

NT

RY

/E

XIT

0+

00

EL.2019'

NF

SR

R

AILW

AY

2+

53

NF

SR

R

AILW

AY

2+

77

FIB

ER

O

PT

IC

LIN

E

2+

19

NF

SR

R

AILW

AY

3+

06

NF

SR

R

AILW

AY

2+

90

OV

ER

HE

AD

P

OW

ER

LIN

E

0+

24

APPROXIMATE BEDROCK

GE

OT

EC

H S

B-01

15+

84, 46' R

T

GE

OT

EC

H S

B-02

0+

42, 89' LT

DO

MIN

IO

N P

IP

ELIN

E

10+

38

ST

RE

AM

S

-K

33

7+

52

FIB

ER

O

PT

IC

LIN

E

3+

30

44'

46'

R=1600'

L=333'

S=335'

R=1600'

L=333'

S=335'

075 75 150

FEET

PA-CA-0089.0000

PA-CA-0090.0000

STATE ROUTE 22

HDD PULLBACK ALONG ROW

PROPOSED 20" PIPELINE

EXISTING DOMINION PIPELINE

AC

CE

SS

D

RILL A

LO

NG

R

OW

FR

OM

C

AR

NE

Y'S

C

RO

SS

IN

G R

OA

D

PROPOSED 16" PIPELINE

NOTE: REFER TO TEST BORING LOG S2-0090

FOR COMPLETE SOIL MATERIAL DESCRIPTION

GEOTECH SB-01

-NG EL. 1977'

-TOPSOIL (0' - 0.1')

-SM (0.1' - 21.0')

-SHALE (21.0' - 28.9')

-COMPLETION

DEPTH EL. 1948'

GEOTECH SB-02

-NG EL. 2017'

-FILL (0.0' - 3.5')

-SM (3.5' - 21.0')

-COMPLETION

DEPTH EL. 1987'

-CL (21.0' - 30.0')

SUNOCO EASEMENT

LIMITS - NOT LOD

L

I

T

T

L

E

C

O

N

E

M

A

U

G

H

R

I

V

E

R

S

-

K

3

3

LEGEND

PERMANENT ROW

TEMPORARY CONSTRUCTION ROW

TEMPORARY WORKSPACE

TEMPORARY ACCESS ROAD

PERMANENT ACCESS ROAD

SPOIL SPACE ONLY

PROPOSED HDD

PROPOSED 20" PIPELINE

PROPOSED 16" PIPELINE

HDD ENTRY-EXIT

PEM WETLANDS

PSS WETLANDS

PFO WETLANDS

-INCH HORIZONTAL DIRECTIONAL DRILL

REF. DRAWING

EROSION & SEDIMENT PLAN

AERIAL SITE PLAN

PLAN VIEW

PROFILE VIEW

NO. DESCRIPTION DATEBY CHK DATE

REVISIONS

DATEAPP

NOTES Sunoco LogisticsPartners L.P.

SUNOCO PIPELINE, L.P.

1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83

2. STATIONING IS BASED ON HORIZONTAL DISTANCES.

3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION

OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS

FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE,

LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO

DIGGING.

5. SUNOCO EMERGENCY HOTLINE NUMBER IS #1-800-786-7440.

PENNSYLVANIA PIPELINE PROJECT

DESIGN AND CONSTRUCTION:

1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON

THIS DRAWING.

2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS

THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED

PIPELINE.

3. DESIGNED IN ACCORDANCE WITH CFR 49 195 & ASME B31.4

4. CROSSING PIPE SPECIFICATION:

HDD HORZ. LENGTH (L=):

HDD PIPE LENGTH (S=):

16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW

COATING: 14-16 MILS FBE WITH 30-35 MIL ARO (POWERCRETE R95)

5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50).

6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD).

7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND

STREAM CROSSINGS.

8. CARRIER PIPE NOT ENCASED.

9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30°F DURING PULLBACK WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ENGINEER.

10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG.

11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT.

12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN

WILL BE IMPLEMENTED AT ALL TIMES.

13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL

TIMES.

TO

TO

DWG NO DWG NO DESCRIPTION

16

SHEET 39SHEET 38

ES-2.61 ES-2.62

NFSR RAILWAY

1"=150'

PA-CA-0089.0000-RR-16

CAMBRIA COUNTY, PENNSYLVANIA - CRESSON TOWNSHIP

S2-0090-16

A ISSUED FOR REVIEWDLM RMB AAW 08/14/1508/14/15 08/14/15

EP2 REVISED PER PADEP COMMENTS RECEIVED 09-06-16 DLM RMB AAW10/07/16 10/07/1610/07/16

EP1 REVISED PER PADEP COMMENTSDLM RMB AAW05/18/16 05/18/1605/18/16

EP JTW RMB AAW03/15/16 03/15/1603/15/16

C ADDED GEOTECH INFO MRS RMB AAW09/06/1509/06/15 09/06/15

B ISSUED FOR BIDDLM RMB AAW08/31/1508/31/15 08/31/15

1580'

1595'

LEGEND:Geotechnical Soil Boring (SB) Locations

GEOTECHNICAL BORING LOCATIONSHDD S2‐0090CAMBRIA COUNTY, CRESSON TOWNSHIP, PASUNOCO PENNSYLVANIA PIPELINE PROJECT

TB‐02

240 Continental Drive, Suite 200 Newark, Delaware 19713302.738.7551fax: 302.454.5988

Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406

Project Location: ROUTE 22 EAST, 1 MILE WEST OF CRESSON/LiILLY EXIT, CRESSON, PA Page 1 of 1

HDD No.: S2-0090 Dates(s) Drilled: 10-11-14 Inspector: E. WATT

Boring No.: SB-01 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER

Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 28.9

Sample Sample Depth (ft) Strata

No. From To From To (USCS)

0.0 0.1

1 3.0 5.0 0.1 8 2 2 2 2 4

2 8.0 10.0 20 1 7 11 16 18

3 13.0 15.0 14 2 3 8 8 11

4 18.0 20.0 19 4 17 25 25 42

21.0

5 23.0 23.9 21.0 6 3 50/5" >50

6 28.0 28.9 28.9 7 6 50/5" >50

CAVED AND DRY AT 26'.

Notes/Comments:Pocket Pentrometer Testing DR: DECOMPOSED ROCK

Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials.

* Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments.N: Number of blows to drive spoon from 6" to 18" interval.

SM

TETRA TECH TEST BORING LOG

Strata Depth (ft)

Rec

ov.

(in)

Description of Materials 6" Increment Blows * N

DARK GRAY HIGHLY WEATHERED FISSILE SHALE

TOPSOIL (<1").

MOTTLED (BROWN, ORANGE BROWN, GRAY) CLAYEY FINE SAND,

TRACE FINE GRAVEL.

DR WEATHERED TO A BROWN TO ORAGNE BROWN FINE SAND AND

SILTY CLAY. FISSILE.

DR WEATHERED TO A DARK GRAY AND BROWN FINE SAND WITH

SOME SILT, TRACE FINE GRAVEL (SHALE FRAGS). FISSILE.

DR WEATHERED TO A DARK GRAY AND BROWN FINE SAND WITH

SOME SILT, TRACE FINE GRAVEL (SHALE FRAGS). FISSILE.

DARK GRAY HIGHLY WEATHERED FISSILE SHALE

240 Continental Drive, Suite 200 Newark, Delaware 19713302.738.7551fax: 302.454.5988

Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406

Project Location: ROUTE 52 AND ROUTE 22 INTERCHANGE, CRESSON, PA Page 1 of 1

HDD No.: S2-0090 Dates(s) Drilled: 10-10-14 Inspector: E. WATT

Boring No.: SB-02 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER

Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 30.0

Sample Sample Depth (ft) Strata

No. From To From To (USCS)

1 3.0 5.0 0.0 17 3 7 11 16 18

3.5 SAND.

3.5 DR WEATHERED TO A LIGHT BROWN TO BROWN FINE SAND AND

2 8.0 10.0 13 2 18 25 30 43

3 13.0 15.0 16 29 30 50 80

4 18.0 18.3 2 50/3" >50

21.0

5 23.0 24.5 21.0 15 6 38 50 88

6 28.0 30.0 30.0 18 1 13 15 19 28

CAVED AND DRY AT 26'.

Notes/Comments:Pocket Pentrometer Testing DR: DECOMPOSED ROCK

Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials.

* Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments.N: Number of blows to drive spoon from 6" to 18" interval.

FILL (SW)

SM

CL

TETRA TECH TEST BORING LOG

Strata Depth (ft)

Rec

ov.

(in)

Description of Materials 6" Increment Blows * N

HIGHLY WEATHERED FISSILE SHALE. COAL SEAM. (SILTY CLAY).

NO TOPSOIL

HISTORICAL FILL - COAL SPOILS? AND BLACK FINE TO MEDIUM

FINE TO COARSE GRAVEL.

DR WEATHERE TO A BROWN TO ORANGE BROWN SILTY FINE SAND,

WITH A LITTLE FINE SANDSTONE GRAVEL.

DR WEATHERE TO A BROWN TO ORANGE BROWN SILTY FINE SAND,

WITH A LITTLE FINE SANDSTONE GRAVEL.

DR WEATHERE TO A BROWN TO ORANGE BROWN FINE SAND WITH

SOME SILT, AND WITH A LITTLE FINE SANDSTONE GRAVEL.

HIGHLY WEATHERED FISSILE SHALE. (SILTY CLAY)

Test Water Percent USCS

HDD Boring Sample Content, % Silts/Clays, % Liquid Plastic Plasticity Classif.

No. No. No. From To (ASTM D2216) (ASTM D1140) Limit, % Limit, % Index, % (ASTM D2487)

1 3.0 5.0 18.8 38.1 - - - -

2 8.0 10.0 12.2 43.8 - - - -

3 13.0 15.0 11.7 35.2 - - - -

5 23.0 23.9 5.3 36.1 - - - -

1 3.0 5.0 7.4 6.5 - - - -

2 8.0 10.0 8.3 38.3 - - - -

4 18.0 18.3 7.7 22.6 - - - -

5 23.0 24.5 12.3 79.1 - - - -

6 28.0 30.0 16.3 80.5 - - - -

Notes:

1) Sample depths based on feet below grade at time of exploration.

S2-0090

SB-01

SB-02

GEOTECHNICAL LABORATORY TESTING SUMMARYSUNOCO PENNSYLVANIA PIPELINE PROJECT

HDD S2-0090

Atterburg Limits (ASTM D4318)

Depth of Sample (ft.)

Tetra TechNewark, Delaware

HDD No. NAMEBORING NO.

REGIONAL GEOLOGY DESCRIPTIONGENERAL 

TOPOGRAPHIC SETTING

BEDROCK FORMATION

GENERAL ROCK TYPE

APPROX MAX FM THICKNESS 

(FT)

DEPTH TO ROCK (Ft bgs) based on 

nearby well drilling logs

NOTES / COMMENTS

SB‐01

SB‐02

Note : Source of well log data ‐ http://www.dcnr.state.pa.us/topogeo/groundwater/pagwis/records/index.htm.  All other sources as referenced in comments section.

Upland to mid‐ridge

S2‐0090 Cresson Lilly

SUNOCO PENNSYLVANIA PIPELINE PROJECTREGIONAL GEOLOGY SUMMARY

HDD S2‐0090

Glenshaw Formation ‐ Cyclic sequences of shale, sandstone, red beds, and thin limestone and coal; includes four marine limestone or shale horizons; red beds are involved in landslides; base is at top of Upper Freeport coal.

GlenshawShale‐sandstone with limestone‐clastic‐coal

 280‐375  10‐18

Tetra Tech, Inc.Newark, Delaware

FIELD DESCRIPTION AND LOGGING SYSTEM FOR SOIL EXPLORATION

GRANULAR SOILS (Sand, Gravel & Combinations)

Density N (blows)* Very Loose 5 or less Loose 6 to 10 Medium Dense 11 to 30 Dense 31to 50 Very Dense 51 or more

Relative Proportions Description Term Percent Trace 1 - 10 Little 11 - 20 Some 21 - 35 And 36 - 50

COHESIVE SOILS (Silt, Clay & Combinations)

ROCK (Rock Cores)

Rock

Quality Designation (RQD), %

Rock Quality Descripti

on 0-25 Very Poor

25-50 Poor 50-75 Fair 75-90 Good

90-100 Excellent *N - Standard Penetration Resistance. Driving a 2.0" O.D., 1-3/8" I.D. sampler a distance of 18 inches into undisturbed soil with a 140 pound hammer free falling a distance of 30.0 inches. The number of hammer blows to drive the sampler through each 6 inch interval is recorded; the number of blows required to drive the sampler through the final 12 inch interval is termed the Standard Penetration Resistance (SPR) N-value. For example, blow counts of 6/8/9 (through three 6-inch intervals) results in an SPR N-value of 17 (8+9).

Groundwater observations were made at the times indicated. Groundwater elevations fluctuate throughout a given year, depending on actual field porosity and variations in seasonal and annual precipitation.

Particle Size Identification Boulders 8 in. diameter or more Cobbles 3 to 8 in. diameter Gravel Coarse (C) 3 in. to ¾ in. sieve Fine (F) ¾ in. to No. 4 sieve Sand Coarse (C) No. 4 to No. 10 sieve

(4.75mm-2.00mm) Medium

(M) No. 10 to No. 40 sieve (2.00mm – 0.425mm)

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

Silt/Clay Less Than a No. 200 sieve (<0.074mm)

Consistency N (blows)* Very Soft 3 or less Soft 4 to 5 Medium Stiff 6 to 10 Stiff 11 to 15 Very Stiff 16 to 30 Hard 31 or more

Plasticity Degree of Plasticity Plasticity Index None to Slight 0 - 4 Slight 5 - 7 Medium 8- 22 High to Very High > 22