HDD PA-HU WX (MP-140)

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Lillian Parker
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1 HDD PA-HU WX (MP-140) 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 630 feet from the edge of the western most boundary of the lake crossing MP The drill will travel beneath MP-140 for 2100 feet. 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 siltstone to partially weathered siltstone. The drill will continue beneath MP-140 and will enter/exit 920 feet from the eastern most edge of MP-140.

HDD ENTRY/EXIT N40.373000 W78.074245 EX.

0008-WXb 18+00 20+00 21+00 22+00 GEOTECH SB-01 GEOTECH SB-02 EXISTING BUCKEYE PIPELINE 100 0 100 200 PA-HU-0020.

ONLY PROPOSED HDD HDD ENTRY-EXIT GEOTECH SB-01 -NG EL. 882' -TOPSOIL (<0.1') -SM (0.0' - 12.

868' GEOTECH SB-02 -NG EL. 824' -TOPSOIL (0.0' - 0.3') -SM (0.3' - 5.0') -SILTSTONE (5.0' - 16.0') -COMPLETION DEPTH EL.

681' 500 500-1+00 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 17+00 18+00 R=2000' L=484' S=489' GRADE STA. 12+37 EL. 622' 847' NOTES 1.

2 HDD ENTRY/EXIT N W EX. STRUCTURE ' SUNOCO EASEMENT LIMITS - NOT LOD RAYSTOWN LAKE MATCHLINE STA SEE PA-HU WXb GEOTECH SB-01 GEOTECH SB-02 EXISTING BUCKEYE PIPELINE PA-HU EXISTING WATER LINE EXISTING POWER LINE EXISTING ENTERPRISE PIPELINE LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT GEOTECH SB-01 -NG EL. 882' -TOPSOIL (<0.1') -SM (0.0' ') FEET HUNTINGDON COUNTY, PENNSYLVANIA - PENN TOWNSHIP S2-0150A GEOTECH SB , 194' RT HDD ENTRY/EXIT 0+00 EL.869' SEWER LINE 0+70 WATER LINE 0+98 OH ELECTRIC 1+78 SEWER LINE 1+94 ACCESS ROAD 3+49 SEWER LINE 3+57 GEOTECH SB , 39' RT PLAN VIEW PROFILE VIEW EDGE OF RAYSTOWN LAKE LK PEM WETLANDS PSS WETLANDS PFO WETLANDS -SILTSTONE (12.5' ') -COMPLETION DEPTH EL. 868' GEOTECH SB-02 -NG EL. 824' -TOPSOIL (0.0' - 0.3') -SM (0.3' - 5.0') -SILTSTONE (5.0' ') -COMPLETION DEPTH EL. 808' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION ' APPROXIMATE BEDROCK 776' APPROXIMATE BEDROCK 74' STA EL. 681' R=2000' L=484' S=489' GRADE STA EL. 622' 847' NOTES 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 # ES-3.21 SHEET 14 DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON THIS DRAWING. 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS THAN INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED PIPELINE. 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B31.4 STREAM CROSSINGS. 4. CROSSING PIPE SPECIFICATION: 8. CARRIER PIPE NOT ENCASED. HDD HORZ. LENGTH (L=): 3650' 9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR HDD PIPE LENGTH (S=): 3780' WRITTEN APPROVAL FROM THE ENGINEER. 20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) 11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. REF. DRAWING REVISIONS TO ES-3.24 TO SHEET 15 EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION EP2 REVISED PER PADEP COMMENTS RECEIVED DLM 09/30/16 RMB 09/30/16 AAW 09/30/16 EP1 REVISED PER PADEP COMMENTS DLM 05/18/16 RMB 05/18/16 AAW 05/18/16 EP MRS 02/26/16 RMB 02/26/16 AAW 02/26/16 C ADDED GEOTECH INFO MRS 09/10/15 RMB 09/10/15 AAW 09/10/15 B ISSUED FOR BID JAM 07/31/15 RMB 07/31/15 AAW 07/31/15 A ISSUED FOR REVIEW RTT 3/19/15 RMB 3/19/15 AAW 3/19/15 NO. DESCRIPTION BY CHK APP 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. Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 20-INCH HORIZONTAL DIRECTIONAL DRILL RAYSTOWN LAKE PENNSYLVANIA PIPELINE PROJECT 1"=200' PA-HU WX

11+00 MATCHLINE STA. 18+00 18+00 SEE PA-HU-0020.0008-WXa PA-HU-0020.0008 RAYSTOWN LAKE ATWS PA-HU-0020.

ENTRY-EXIT EXISTING ENTERPRISE PIPELINE 100 0 100 200 PEM WETLANDS PSS WETLANDS FEET 1200 -NG EL.

3 HDD ENTRY / EXIT N W GEOTECH SB-04 SUNOCO EASEMENT LIMITS - NOT LOD MATCHLINE STA SEE PA-HU WXa PA-HU RAYSTOWN LAKE ATWS PA-HU EXISTING VALVE SITE EXISTING BUCKEYE PIPELINE LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT EXISTING ENTERPRISE PIPELINE PEM WETLANDS PSS WETLANDS FEET NG EL. 1090' GEOTECH SB ACCESS ROAD GEOTECH SB-04 EDGE OF RAYSTOWN LAKE LK PROFILE VIEW HUNTINGDON COUNTY, PENNSYLVANIA - PENN TOWNSHIP S2-0150B PFO WETLANDS HDD ENTRY / EXIT EL.1145' PLAN VIEW SM (0.0' ') 1100 GRADE -CL (16.0' ') -COMPLETION DEPTH EL. 1060' NOTE:REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION 795' 900 STA EL. 622' 847' STA EL. 809' 700 R=2000' L=845' S=873' 26' 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 & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 3650' HDD PIPE LENGTH (S=): 3780' 20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) NOTES REF. DRAWING 1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 ES STATIONING IS BASED ON HORIZONTAL DISTANCES. SHEET 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 # DWG NO TO ES-3.24 TO SHEET REVISIONS EP2 REVISED PER PADEP COMMENTS RECEIVED DLM 09/30/16 RMB 09/30/16 AAW 09/30/16 AERIAL SITE PLAN EP1 REVISED PER PADEP COMMENTS DLM 05/18/16 RMB 05/18/16 AAW 05/18/16 MRS 02/26/16 RMB 02/26/16 AAW 02/26/16 DESCRIPTION C ADDED GEOTECH INFO MRS 09/10/15 RMB 09/10/15 AAW 09/10/15 B ISSUED FOR BID JAM 07/31/15 RMB 07/31/15 AAW 07/31/15 A ISSUED FOR REVIEW RTT 3/19/15 BY NO. DESCRIPTION INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 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. EROSION & SEDIMENT PLAN EP DWG NO RMB 3/19/15 CHK SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN WILL BE IMPLEMENTED AT ALL TIMES. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL TIMES. Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 20-INCH HORIZONTAL DIRECTIONAL DRILL RAYSTOWN LAKE PENNSYLVANIA PIPELINE PROJECT AAW 3/19/15 APP 1"=200' PA-HU WX

HDD ENTRY/EXIT N40.373030 W78.074265 EX. STRUCTURE SUNOCO EASEMENT LIMITS - NOT LOD RAYSTOWN LAKE LK-2 MATCHLINE STA. 18+00 SEE PA-HU-0020.

PA-HU-0020.0008 100 0 100 200 FEET HUNTINGDON COUNTY, PENNSYLVANIA - PENN TOWNSHIP S2-0150A-16 GEOTECH SB-01 -NG EL. 882' -TOPSOIL (<0.1') -SM (0.0' - 12.

SEWERLINE 1+98 EXISTING POWER LINE ACCESS ROAD 3+50 EX.

4 HDD ENTRY/EXIT N W EX. STRUCTURE SUNOCO EASEMENT LIMITS - NOT LOD RAYSTOWN LAKE LK-2 MATCHLINE STA SEE PA-HU WXb ' GEOTECH SB-01 GEOTECH SB-02 EXISTING BUCKEYE PIPELINE PA-HU FEET HUNTINGDON COUNTY, PENNSYLVANIA - PENN TOWNSHIP S2-0150A-16 GEOTECH SB-01 -NG EL. 882' -TOPSOIL (<0.1') -SM (0.0' ') EXISTING WATER LINE HDD ENTRY/EXIT 0+00 EL.869' GEOTECH SB , 201' RT EXISTING SEWERLINE 0+74 UNDERGROUND ELECTRIC 0+77 WATER LINE 1+15 OH ELECTRIC 1+91 EX. SEWERLINE 1+98 EXISTING POWER LINE ACCESS ROAD 3+50 EX. SEWERLINE 3+69 GEOTECH SB , 56' RT PLAN VIEW PROFILE VIEW EDGE OF RAYSTOWN LAKE LK EXISTING ENTERPRISE PIPELINE LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT PEM WETLANDS PSS WETLANDS PFO WETLANDS -SILTSTONE (12.5' ') -COMPLETION DEPTH EL. 868' GEOTECH SB-02 -NG EL. 824' -TOPSOIL (0.0' - 0.3') -SM (0.3' - 5.0') ' 43' APPROXIMATE BEDROCK 53' GRADE -SILTSTONE (5.0' ') -COMPLETION DEPTH EL. 808' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION NOTES 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 # ES APPROXIMATE BEDROCK 1022' STA EL. 656' R=1' L=333' S=335' STA EL. 622' DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). THIS DRAWING. 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED STREAM CROSSINGS. PIPELINE. 8. CARRIER PIPE NOT ENCASED. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR 4. CROSSING PIPE SPECIFICATION: WRITTEN APPROVAL FROM THE ENGINEER. HDD HORZ. LENGTH (L=): 3680' 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. HDD PIPE LENGTH (S=): 3808' 11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. 16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) REF. DRAWING REVISIONS SHEET 14 TO ES-3.24 TO SHEET 15 EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION EP2 REVISED PER PADEP COMMENTS RECEIVED DLM 10/07/16 RMB 10/07/16 AAW 10/07/16 EP1 REVISED PER PADEP COMMENTS DLM 5/18/16 RMB 5/18/16 AAW 5/18/16 EP MRS 02/26/16 RMB 02/26/16 AAW 02/26/16 B ADDED GEOTECH INFO MRS 09/14/15 RMB 09/14/15 AAW 09/14/15 0 ISSUED FOR CONSTRUCTION MRS 08/31/15 RMB 08/31/15 AAW 08/31/15 NO. DESCRIPTION BY CHK APP 862' 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. Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 16-INCH HORIZONTAL DIRECTIONAL DRILL RAYSTOWN LAKE PENNSYLVANIA PIPELINE PROJECT 1"=200' PA-HU WX-16

MATCHLINE STA. 17+00 SEE PA-HU-0020.0008-WXa HDD ENTRY / EXIT N40.368222 W78.

SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT EXISTING ENTERPRISE PIPELINE 100 0 100 200 PEM WETLANDS PSS WETLANDS FEET GEOTECH SB-04 33+16 ACCESS RD 33+56 1200 EDGE OF RAYSTOWN LAKE LK-2 27+65

0') 1200 25 GRADE 1100 87' -CL (16.0' - 30.0') -COMPLETION DEPTH EL. 1060' NOTE:REFER TO TEST BORING LOG S2-0150 FOR COMPLETE SOIL MATERIAL DESCRIPTION 900 891' STA. 28+72 EL. 771' 862' 700 STA.

5 MATCHLINE STA SEE PA-HU WXa HDD ENTRY / EXIT N W GEOTECH SB ACCESS ROAD PA-HU RAYSTOWN LAKE LK-2 PA-HU SUNOCO EASEMENT LIMITS - NOT LOD EXISTING VALVE SITE EXISTING BUCKEYE PIPELINE LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT EXISTING ENTERPRISE PIPELINE PEM WETLANDS PSS WETLANDS FEET GEOTECH SB ACCESS RD EDGE OF RAYSTOWN LAKE LK GEOTECH SB-04 -NG EL. 1090' PROFILE VIEW RAYSTOWN LAKE LK-2 HUNTINGDON COUNTY, PENNSYLVANIA - PENN TOWNSHIP S2-0150B-16 PFO WETLANDS HDD ENTRY / EXIT EL.1148' PLAN VIEW -SM (0.0' ') GRADE ' -CL (16.0' ') -COMPLETION DEPTH EL. 1060' NOTE:REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION ' STA EL. 771' 862' 700 STA EL. 622' NOTES ' R=1' L=676' S=698' REF. DRAWING 1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 ES STATIONING IS BASED ON HORIZONTAL DISTANCES. SHEET 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 # DWG NO 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 & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 3680' HDD PIPE LENGTH (S=): 3808' 16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) TO ES-3.24 EROSION & SEDIMENT PLAN TO SHEET 15 AERIAL SITE PLAN DESCRIPTION EP2 REVISED PAR PADEP COMMENTS RECEIVED DLM 10/07/16 RMB 10/07/16 AAW 10/07/16 EP1 REVISED PER PADEP COMMENTS DLM 05/18/16 RMB 05/18/16 AAW 05/18/16 DLM 02/26/16 RMB 02/26/16 AAW 02/26/16 09/14/15 AAW 09/14/15 RMB 08/31/15 AAW 08/31/15 B ISSUED FOR BID MRS 09/14/15 RMB A ISSUED FOR BID MRS 08/31/15 NO. DESCRIPTION INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 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. REVISIONS EP DWG NO BY CHK APP SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN WILL BE IMPLEMENTED AT ALL TIMES. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL TIMES. Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 16-INCH HORIZONTAL DIRECTIONAL DRILL RAYSTOWN LAKE PENNSYLVANIA PIPELINE PROJECT 1"=200' PA-HU WXb-16

LOCATIONS HDD S2 0150 HUNTINGDON COUNTY,

6 TB 02 LEGEND: Geotechnical Soil Boring (SB) Locations GEOTECHNICAL BORING LOCATIONS HDD S HUNTINGDON COUNTY, PENN TOWNSHIP, PA SUNOCO PENNSYLVANIA PIPELINE PROJECT

7 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WEST SIDE OF RAYSTOWN LAKE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-01 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER TEST BORING LOG Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 14.0 Sample Sample Depth (ft) Strata Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) TOPSOIL (<1") DR WEATHERED TO A REDDISH BROWN SILTY SAND, TRACE UNWEATHERED SILTSTONE FRAGMENTS DR WEATHERED TO A REDDISH BROWN FINE SAND WITH SOME SILT, 2 50/4" >50 SM 8.5 TRACE UNWEATHERED SILTSTONE F-GRAVEL. 8.5 DR WEATHERED TO A REDDISH BROWN FINE SAND WITH SOME 12.5 UNWEATHERED SILTSTONE F-C GRAVEL PARTIALLY WEATHERED SILTSTONE. 50/4" >50 GRINDING AT 12.5'. AUGER REFUSAL AT 14.0'. OFF-SET BORING 24' TO THE NW AND CONTINUOUSLY AUGERED TO AUGER REFUSAL AT CAVED AT 12.0'. 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.

8 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WEST SIDE OF RAYSTOWN LAKE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: 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): 16.0 Sample Sample Depth (ft) Strata Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) TEST BORING LOG TOPSOIL (3") DR WEATHERED TO A REDDISH BROWN FINE SAND WITH A LITTLE 5 50/5" >50 SM SILT, WITH SOME UNWEATHERED F-C SILTSTONE GRAVEL. AUGER REFUSAL AT 5.0'. ROCK CORING RUN HIGHLY FRACTURED REDDISH BROWN SILTSTONE, TRACE MICA. TCR: 100%, SCR: 54%, RQD: 17% FRACTURE ZONES: 5.0 TO 5.27', 6.44', AND INDIVIDUAL FRACTURES 7.0 EVERY.1 TO.2' BETWEEN 5.27 TO 6.2'. RUN ROCK HIGHLY FRACTURED REDDISH BROWN SILTSTONE, TRACE MICA. FRACTURED THROUGHOUT, SOLID RECOVERY RANGES FROM 1" TO 3". MOST CORE SECTIONS <1". TCR: 100%, SCR: 31%, RQD: 0% RUN HIGHLY FRACTURED REDDISH BROWN SILTSTONE, TRACE MICA. TCR: 94%, SCR: 54%, RQD: 29% FRACTURE ZONES: 12.0 TO 13.2' AND 13.9 TO 14.3'; INDIVIDUAL 16.0 FRACTURES AT 13.56', 14.5', 14.95', 15.14', 15.24' AND 15.45'. CAVED AND DRY AT 5'. CORE TESTING RESULTS (DEPTH 15.7'): COMPRESSIVE STRENGTH: 6,280 PSI UNIT WEIGHT: PCF Notes/Comments: Pocket Pentrometer Testing S1: >4 TSF 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.

TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware 19713 302.738.7551 fax: 302.454.5988 Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.

9 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WEST SIDE OF RAYSTOWN LAKE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-04 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 Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) NO TOPSOIL. TEST BORING LOG DR WEATHERED TO A TAN TO BROWN FINE SAND, TRACE FINE GRAVEL SM DR WEATHERED TO A TAN TO BROWN FINE SAND, WITH SOME FINE TO COARSE SILTSTONE GRAVEL DR WEATHERED TO A LIGHT BROWN TO ORANGE BROWN FINE SAND, 6 50/5" > WITH SOME F-C SANDSTONE? GRAVEL DR WEATHERED TO A REDDISH BROWN CLAY AND FINE SAND, 16 50/4" >50 TRACE TO A LITTLE FINE SILTSONE GRAVEL. (USCS: CL) CL DR WEATHERED TO A REDDISH BROWN CLAY AND FINE SAND, 3 50/5" >50 TRACE TO A LITTLE FINE SILTSONE GRAVEL DR WEATHERED TO A REDDISH BROWN CLAY AND FINE SAND, 50/5" > TRACE TO A LITTLE FINE SILTSONE GRAVEL. AUGERED TO 30'. CAVED AND DRY AT 27'. CONCRETE PLUG PLACED FROM 1' TO 4' BGS. Notes/Comments: Pocket Pentrometer Testing S4-S6: >3 TSF 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.

10 LABORATORY TESTING SUMMARY SUNOCO PENNSYLVANIA PIPELINE PROJECT HDD S SOIL BORINGS Test Water Percent Atterburg Limits (ASTM D4318) USCS HDD Boring Sample Depth of Sample (ft.) Content, % Silts/Clays, % Liquid Plastic Plasticity Classif. No. No. No. From To (ASTM D2216) (ASTM D1140) Limit, % Limit, % Index, % (ASTM D2487) SB S SB SB CL Notes: 1) Sample depths based on feet below grade at time of exploration. Tetra Tech Newark, Delaware Page 1 of 1

11 Sunoco Pennsylvania Pipeline Project Regional Geological Description HDD S Raystown Lake HDD No. Name S Raystown Lake Boring No. SB 01 SB 02 SB 03 SB 04 Geology Description Catskill Fm succession of grennishgray red sandstone, siltstone, shale, and mudstone, generally in finingupward cycles. GENERAL TOPOGRAPHIC SETTING Lake BEDROCK FORMATION Catskill Fm GENERAL ROCK TYPE Sandstonesiltstone shaleconglomerate APPROX MAX FM THICKNESS (FT) 900 3,900 DEPTH TO ROCK (Ft bgs) based on nearby well drilling logs NOTES / COMMENTS Bedding ranges in thickness from <1ft to 16 ft. Page 1 of 1

12 SUNOCO PENNSYLVANIA PIPELINE ROCK CORE DESCRIPTION SUMMARY TABLE Page 1 of 1 Core Depth (ft) Depth (ft) Bedding Location Boring No. Core Run From To TCR (%) SCR (%) RQD (%) From To Weathering Classification Thickness (ft) Color Discontinuity Data S SB S SB S SB Moderate Siltstone 11+ Red Heavily fractured throughout boring; dip angles range from 0 to 70 ; slight laminations visible; fractures do not orient to lamination

HDD PA-IN RD (W-N57 and W-N56)

HDD PA-IN RD (W-N57 and W-N56) HDD PA-IN-0048.0000-RD (W-N57 and W-N56) 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