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Home My WebLink About20171204 Ver 1_Site Plans_20170920�I PROFESSIONAL ENGIARCH STAMP RICHMOND COUNTY SCOTLAND COUNTY C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE PROJECT LOCATION MAP SCALE: NTS HOKE COUNTY ROBESON COUNTY GENERALNOTES 1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION, SERVICES AND PERFORM ALL NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER. 2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING WITH THE WORK. 3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS. 4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP -2888 PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. 5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS (SSPC) SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. 6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED AROUND THE PIPE'S CIRCUMFERENCE. 7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD, PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS (MANUAL # CM -ST -1300) 8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED, AND DRY TO A DEWPOINT OF -40 OF PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. CONSTRUCTION NOTES 1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAYBE IN THE WORK AREA VICINITY. INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND PRESERVATION OF THESE FACILITIES. 2. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED TO CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER UTILITIES. 3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED. 4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT. 5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. 6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER. 7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED. 8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS CONTRACT. 9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE AFTER ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END OF EACH WORK DAY. 11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT MANAGER UPON COMPLETION OF THE PROJECT. 12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER. 13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE ALL SAFETY PRECAUTIONS. 14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. 15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET WOODEN MATS. 16. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING. 17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS. COMPACTION REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. 18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. CIVIL AND STRUCTURAL NOTES 1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS. 2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 45° CHAMFER. 3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL CONCRETE AND TESTING. 4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A82. 5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT MANAGER OR CONSTRUCTION MANAGER. 6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING. 7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD. SOIL EROSION AND SEDIMENT CONTROL NOTES 1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS THROUGHOUT THE DURATION OF THE PROJECT. 2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND MULCHED TO PREVENT EROSION. 3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR WETLAND. 4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA. 5. CATCHALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR SEDIMENT CONTROL. 6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION. 7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE AREAS. 8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR PERMIT BY CHK JAPPID DESCRIPTION NF AE CB AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY NF STATION ID 11 N/A CHECKER INITIALS AE 07/07/2017 1 CB REGIONAL ENGINEER COME Piedmont MGR TECH REC &STD 141MI Natural G PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE ENGINEER CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT WOUS PLAN COVER SHEET RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina SHEET(S) 1 OF 3 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001347 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER APPROVALS DATE SIGNATURE / INITIALS N/A N/A DATE SIGNATURE / INITIALS N/A N/A DATE SIGNATURE / INITIALS 07/07/2017 1 CB REGIONAL ENGINEER COME Piedmont MGR TECH REC &STD 141MI Natural G PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE ENGINEER CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT WOUS PLAN COVER SHEET RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina SHEET(S) 1 OF 3 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001347 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER DRAWING INDEX- PIPELINE DRAWING NUMBER DRAWING TITLE PNG-C-434-0001347 WOUS COVER SHEET PNG-C-434-0001348 WOUS DRAWING INDEX PNG-C-434-0001349 SOIL EROSION CONTROL DETAILS PNG-C-434-0001235 WOUS PLAN STA. 0+00 TO STA. 26+00 PNG-C-434-0001236 WOUS PLAN STA. 26+00 TO STA. 52+00 PNG-C-434-0001237 WOUS PLAN STA. 52+00 TO STA. 66+00 PNG-C-434-0001238 WOUS PLAN STA. 66+00 TO STA. 80+00 PNG-C-434-0001239 WOUS PLAN STA. 80+00 TO STA. 106+00 PNG-C-434-0001240 WOUS PLAN STA. 106+00 TO STA. 120+00 PNG-C-434-0001241 WOUS PLAN STA. 120+00 TO STA. 146+00 PNG-C-434-0001242 WOUS PLAN STA. 146+00 TO STA. 172+00 PNG-C-434-0001243 WOUS PLAN STA. 172+00 TO STA. 188+00 PNG-C-434-0001244 WOUS PLAN STA. 188+00 TO STA. 202+00 PNG-C-434-0001245 WOUS PLAN STA. 202+00 TO STA. 228+00 PNG-C-434-0001246 WOUS PLAN STA. 228+00 TO STA. 254+00 PNG-C-434-0001247 WOUS PLAN STA. 254+00 TO STA. 268+00 PNG-C-434-0001248 WOUS PLAN STA. 268+00 TO STA. 294+00 PNG-C-434-0001249 WOUS PLAN STA. 294+00 TO STA. 320+00 PNG-C-434-0001250 WOUS PLAN STA. 320+00 TO STA. 336+00 PNG-C-434-0001251 WOUS PLAN STA. 336+00 TO STA. 352+00 PNG-C-434-0001252 WOUS PLAN STA. 352+00 TO STA. 378+00 PNG-C-434-0001253 WOUS PLAN STA. 378+00 TO STA. 404+00 PNG-C-434-0001254 WOUS PLAN STA. 404+00 TO STA. 430+00 PNG-C-434-0001255 WOUS PLAN STA. 430+00 TO STA. 456+00 PNG-C-434-0001256 WOUS PLAN STA. 456+00 TO STA. 482+00 PNG-C-434-0001257 WOUS PLAN STA. 482+00 TO STA. 506+00 PNG-C-434-0001258 WOUS PLAN STA. 506+00 TO STA. 532+00 PNG-C-434-0001259 WOUS PLAN STA. 532+00 TO STA. 558+00 PNG-C-434-0001260 WOUS PLAN STA. 558+00 TO STA. 584+00 PNG-C-434-0001261 WOUS PLAN STA. 584+00 TO STA. 610+00 PNG-C-434-0001262 WOUS PLAN STA. 610+00 TO STA. 620+00 PNG-C-434-0001263 WOUS PLAN STA. 620+00 TO STA. 646+00 PNG-C-434-0001264 WOUS PLAN STA. 646+00 TO STA. 672+00 PNG-C-434-0001265 WOUS PLAN STA. 672+00 TO STA. 690+00 PNG-C-434-0001266 WOUS PLAN STA. 690+00 TO STA. 714+00 PNG-C-434-0001267 WOUS PLAN STA. 714+00 TO STA. 726+00 PNG-C-434-0001268 WOUS PLAN STA. 726+00 TO STA. 752+00 PNG-C-434-0001269 WOUS PLAN STA. 752+00 TO STA. 766+00 PNG-C-434-0001270 WOUS PLAN STA. 766+00 TO STA. 792+00 PNG-C-434-0001271 WOUS PLAN STA. 792+00 TO STA. 818+00 PNG-C-434-0001272 WOUS PLAN STA. 818+00 TO STA. 836+00 PNG-C-434-0001273 WOUS PLAN STA. 836+00 TO STA. 854+00 PNG-C-434-0001274 WOUS PLAN STA. 854+00 TO STA. 864+00 PNG-C-434-0001275 WOUS PLAN STA. 864+00 TO STA. 890+00 PNG-C-434-0001276 WOUS PLAN STA. 890+00 TO STA. 916+00 PNG-C-434-0001277 WOUS PLAN STA. 916+00 TO STA. 942+00 PNG-C-434-0001278 WOUS PLAN STA. 942+00 TO STA. 968+00 PNG-C-434-0001279 WOUS PLAN STA. 968+00 TO STA. 992+00 PNG-C-434-0001280 WOUS PLAN STA. 992+00 TO STA. 1018+00 PNG-C-434-0001281 WOUS PLAN STA. 1018+00 TO STA. 1044+00 PNG-C-434-0001282 WOUS PLAN STA. 1044+00 TO STA. 1070+00 PNG-C-434-0001283 WOUS PLAN STA. 1070+00 TO STA. 1080+00 PNG-C-434-0001284 WOUS PLAN STA. 1080+00 TO STA. 1106+00 PNG-C-434-0001285 WOUS PLAN STA. 1106+00 TO STA.1132+00 PNG-C-434-0001286 WOUS PLAN STA. 1132+00 TO STA.1158+00 PNG-C-434-0001287 WOUS PLAN STA. 1158+00 TO STA.1172+00 PNG-C-434-0001288 WOUS PLAN STA. 1172+00 TO STA.1198+00 PNG-C-434-0001289 WOUS PLAN STA. 1198+00 TO STA.1224+00 PNG-C-434-0001290 WOUS PLAN STA. 1224+00 TO STA.1250+00 PNG-C-434-0001291 WOUS PLAN STA. 1250+00 TO STA.1276+00 PNG-C-434-0001292 WOUS PLAN STA. 1276+00 TO STA.1298+00 PNG-C-434-0001293 WOUS PLAN STA. 1298+00 TO STA. 1324+00 PNG-C-434-0001294 WOUS PLAN STA. 1324+00 TO STA. 1350+00 PNG-C-434-0001295 WOUS PLAN STA. 1350+00 TO STA. 1374+00 PNG-C-434-0001296 WOUS PLAN STA. 1374+00 TO STA. 1400+00 PNG-C-434-0001297 WOUS PLAN STA. 1400+00 TO STA. 1424+00 PNG-C-434-0001298 WOUS PLAN STA. 1424+00 TO STA. 1450+00 PNG-C-434-0001299 WOUS PLAN STA. 1450+00 TO STA. 1476+00 PNG-C-434-0001300 WOUS PLAN STA. 1476+00 TO STA. 1490+00 PNG-C-434-0001301 WOUS PLAN STA. 1490+00 TO STA. 1516+00 PNG-C-434-0001302 WOUS PLAN STA. 1516+00 TO STA. 1542+00 PNG-C-434-0001303 WOUS PLAN STA. 1542+00 TO STA. 1568+00 PNG-C-434-0001304 WOUS PLAN STA. 1568+00 TO STA. 1594+00 PNG-C-434-0001305 WOUS PLAN STA. 1594+00 TO STA. 1616+00 PNG-C-434-0001306 WOUS PLAN STA. 1616+00 TO STA. 1630+00 PNG-C-434-0001307 WOUS PLAN STA. 1630+00 TO STA. 1656+00 PNG-C-434-0001308 WOUS PLAN STA. 1656+00 TO STA. 1682+00 PNG-C-434-0001309 WOUS PLAN STA. 1682+00 TO STA. 1708+00 PNG-C-434-0001310 WOUS PLAN STA. 1708+00 TO STA. 1734+00 PNG-C-434-0001311 WOUS PLAN STA. 1734+00 TO STA. 1750+00 PNG-C-434-0001312 WOUS PLAN STA. 1750+00 TO STA. 1776+00 PNG-C-434-0001313 WOUS PLAN STA. 1776+00 TO STA. 1802+00 PNG-C-434-0001314 WOUS PLAN STA. 1802+00 TO STA. 1822+00 PNG-C-434-0001315 WOUS PLAN STA. 1822+00 TO STA. 1838+74 PNG-C-434-0001339 PIPE LAYDOWN YARD PROFESSIONAL ENG/ARCH STAMP PNG-C-434-0001340 SOIL EROSION CONTROL DETAILS PNG-C-434-0001341 SOIL EROSION CONTROL DETAILS PNG-C-434-0001342 SOIL EROSION CONTROL DETAILS PNG-C-434-0001343 SOIL EROSION CONTROL DETAILS PNG-C-434-0001344 SOIL EROSION CONTROL DETAILS PNG-C-434-0001345 SOIL EROSION CONTROL DETAILS PNG-C-434-0001346 SOIL EROSION CONTROL DETAILS PNG-C-434-0001001 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001042 TYPICAL WORKSPACE CONTRUCTION METHOD 2 & 3 OPEN -CUT POWERLINE & CROSSING OF EXISTING PIPELINE PNG-C-434-0001043 TYPICAL WORKSPACE CONTRUCTION METHOD 4 OPEN -CUT CROSSING WATERBODIES PNG-C-434-0001044 TYPICAL WORKSPACE CONTRUCTION METHOD 4 OPEN -CUT CROSSING WATERBODIES PNG-C-434-0001049 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001050 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001051 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001052 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001053 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PNG-C-434-0001054 TYPICAL WORKSPACE CONTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION NF AE CB AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY INIF STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 CB ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, INC 28210 LINE 434 PIPELINE PROJECT WOUS DRAWING INDEX RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina SHEET(S) 2 OF 3 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION PNG -G-434-0001348 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROJECT NARRATIVE THIS PROJECT WILL TAKE PLACE ACROSS THREE COUNTIES; RICHLAND, SCOTLAND AND ROBESON COUNTY, NC. THESE PLANS ARE PREPARED FOR THE REQUIRED DISTURBANCE ASSOCIATED WITH THE PIPE INSTALLATION FOR A TOTAL DISTURBANCE OF 650 ACRES. PROJECT WILL EXTEND FOR APPROXIMATELY 35 MILES FROM RICHMOND COUNTY (LAT 34.8396°N LONG 79.7360°W) TO ROBESON COUNTY (LAT 34.7229°N LONG 79.2134°W). THE EROSION AND SEDIMENT CONTROL MEASURES PROPOSED IN THIS DRAWING PACKAGE ARE TO SUPPORT THE INSTALLATION OF THE NATURAL GAS PIPELINE VIA A COMBINATION OF TRENCH AND HORIZONTAL DIRECTION DRILLING INSTALLATION METHODS. CONSTRUCTION SEQUENCE 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. 2. SCHEDULE MANDATORY PRE -CONSTRUCTION MEETING WITH LAND QUALITY (PHONE # 252-946-6481) 48 HOURS PRIOR TO CONSTRUCTION TO DISCUSS EROSION CONTROL MEASURES. 3. INSTALL TEMPORARY SILT FENCING AS SHOWN ON THE APPROVED PLANS. 4. INSTALL TEMPORARY DIVERSION DITCHES, BERMS AND WATTLES AS SHOWN ON THE APPROVED PLANS. 5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES PER NCDOT DRIVEWAY PERMITS. 6. CALL FOR ONSITE INSPECTION BY NCDEQ INSPECTOR AND OBTAIN CERTIFICATION OF COMPLETION, PRIOR TO CONSTRUCTION IN EACH AREA. 7.INIATE CLEARING AND GRUBBING WITHIN DENUDED LIMITS. INSTALL TEMPORARY EROSION CONTROL MEASURES NEAR STREAM AND WETLAND CROSSINGS. TEMPORARY SEEDING SHALL BE PERFORMED WITHIN THREE DAYS AFTER GRUBBING 8. FOLLOWING PREPARATION OF THE RIGHT-OF-WAY (ROW) AND INSTALLATION OF THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES, THE TRENCH WILL BE EXCAVATED AND SPOILS WILL BE PILED ON THE "NON -WORKING" SIDE OF THE ROW. 9. SUBSURFACE DISTURBANCE OR STUMP REMOVAL WILL ONLY BE CONDUCTED WITHIN THE TRENCHLINE WITHIN WETLANDS. AFTER STUMP REMOVAL WITHIN THE WETLANDS, TEMPORARILY RE -SEED AS SPECIFIED ON THIS SHEET. STUMP REMOVAL MAY OCCUR ON THE WORKING SIDE OF THE ROW ONLY IF REQUIRED FOR SAFETY REASONS WITHIN WETLANDS. THE WORK WILL BE PREFORMED FROM THE TIMBER MATS PLACED ALONG THE WORKING SIDE OF THE ROW. IN CERTAIN AREAS, SUCH AS WETLANDS AND FIELDS SUPPORTING CROPS, EFFORTS WILL BE MADE TO SEGREGATE TOPSOIL FROM THE SUBSOIL. 10. IN AREAS WHERE SEGREGATION OF THE SUBSOIL AND TOPSOIL IS NECESSARY, THE TOPSOIL WILL BE REPLACED LAST. AFFECTED AREA WILL THEN BE "CLEANED UP" CY ROUGH -GRADING AND TEMPORARILY SEEDING (IF NECESSARY), FOLLOWED BY FINAL GRADING, PERMANENT SEEDING AND MULCHING TO RESTORE ROW AS CLOSELY AS POSSIBLE TO PRE -DISTURBANCE CONTOURS AND CONDITIONS. 11. ANY CONSTRUCTION ACTIVITIES REQUIRING AN HDD OR JACK AND BORE WILL BE PREFORMED IN ADDITION TO AREAS DESCRIBED ABOVE. 12. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION, PAVING, DITCH LINING, ETC. 13. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY NCDEQ INSPECTOR. 14. REMOVE SILT FENCING, DIVERSION DITCHES, RIPRAP, AND OTHER EROSION CONTROL MEASURES AFTER FINAL APPROVAL FROM NCDEQ INSPECTOR. AREAS DISTURBED DURING THIS PROCESS SHALL BE RE -SEEDED WITH PERMANENT SEED. 15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDEQ REGULATIONS AND/OR NCDOT SECONDARY ROADS METHODS. 16. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 17. NORMAL ROW MAINTENANCE, PIPELINE HYDROTESTING AND PIPELINE REPAIRS WILL TAKE PLACE IN THE WEEKS AND MONTHS AFTER THE DISTURBED ROW HAS BEEN PERMANENTLY SEEDED. EROSION CONTROL MAINTENANCE PLAN 1. THE MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED, THE OWNER OR OWNERS REPRESENTATIVE SHALL BE RESPONSIBLE FOR OBSERVATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES WILL BE PERFORMED BY A SUBCONTRACTOR. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES AND PLANTED AREAS SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH WITHIN A 24-HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY, AS SOON A PRACTICAL. 3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 4. ALL AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 7. THE EROSION AND SEDIMENT CONTROL MEASURES ARE BASED ON TOPOGRAPHIC INFORMATION AND AERIAL IMAGERY, AND ARE SUBJECT TO CHANGE BASED ON FIELD CONDITIONS. SELF INSPECTION AND REPORTING 1. PERSONS RESPONSIBLE FOR LAND DISTURBANCE ACTIVITIES MUST INSPECT THE EROSION AND SEDIMENT CONTROL MEASURES AFTER EACH PHASE OF THE PROJECT TO CONFIRM THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE DEPARTMENT OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR) WEB SITE: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms 2. AT A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF THE PROJECT: • INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES • CLEARING AND GRUBBING ACTIVITIES FOR PIPE INSTALLATION • TRENCHING/EXCAVTION ACTIVITIES RELATED TO INSTALLATION OF PIPE. • QUARTERLY UNTIL THE PERMANENT GROUND COVER IS FULLY ESTABLISHED. AECOM North Carolina License # C-2990 3. PLEASE NOTE THAT THESE INSPECTION REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION REQUIREMENTS. IF YOU HAVE ANY QUESTIONS ABOUT THE SELF -INSPECTION PROGRAM, PLEASE CONTACT THE NC DEMLR FAYETTEVILLE REGIONAL OFFICE 252-946-6481. EROSION CONTROL NOTES 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ PERMIT AND MAY BE SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 650.0 ACRES. 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDEQ REGULATIONS. 3. A PORTION OF THIS PROJECT IS LOCATED WITHIN THE LUMBER RIVER HIGH QUALITY WATER ZONE AND IS SUBJECT TO STRICTER STABILIZATION REQUIREMENTS AND MAXIMUM DISTURBANCE WITHIN ZONE TO 20 ACRES AT ANY ONE TIME, 4. A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS. SEE GROUND STABILIZATION TIME -FRAME TABLES ON THIS SHEET FOR SPECIFIC CONDITIONS VS. GROUND COVER REQUIREMENT. APPLY PERMANENT SEED AND MULCH TO AREAS AT FINAL AND TEMPORARY SEED AND MULCH TO AREAS NOT ANTICIPATED TO BE AT FINAL GRADE. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ. 6. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 7. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON WITH FIELD INSPECTOR, ENGINEER AND OWNER. 8. GROUND COVER IS REQUIRED WITHIN (7) SEVEN DAYS OF TEMPORARY OR PERMANENTLY STOPPING WORK FOR ALL PERIMETER DIKES, SWALES, DITCHES PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1. ON ALL OTHER AREAS, GROUND COVER IS REQUIRED WITHIN 14 DAYS. SEE GROUND STABILIZATION TIME -FRAMES TABLE TO THE RIGHT FOR SPECIFIC CONDITIONS VS. GROUND COVER REQUIREMENTS. APPLY PERMANENT SEED AND MULCH TO AREAS AT FINAL AND TEMPORARY SEED AND MULCH TO AREAS NOT ANTICIPATED TO BE AT FINAL GRADE. 9. FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. THIS INCLUDES BUT IS NOT LIMITED TO SILT FENCE, CHECK DAMS, CONSTRUCTION ENTRANCES, WETLAND CROSSINGS AND STREAM CROSSINGS. TYPICAL MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES SUCH AS UNDERMINING AND DEBRIS BUILDUP AROUND SILT FENCE CHECKDAMS.STREAM AND WETLAND CROSSINGS SHALL BE CHECKED FOR STRUCTURAL DEFICIENCIES SUCH AS EXCESSIVE RUTTING, WASHOUTS AND SEDIMENT DISCHARGE. 10. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE THE LINEAR FOOTAGE OF DISTURBED AREA AND TO ENSURE THAT THE DISTURBED AREAS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE. 11. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES POSSIBLE TO LIMIT THE AMOUNT OF STREAM AND WETLAND DISTURBANCE AND TO REDUCE THE AMOUNT OF SILT ENTERING THE ADJACENT WATER BODIES. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF COIR LOGS INSTALLED NO CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION. 12. ALL EXISTING AND PROPOSED DITCHES SHALL BE STABILIZED USING STRAW WITH NET OR ANOTHER FORM OF SLOP STABILIZATION APPROVED BY THE ENGINEER IMMEDIATELY FOLLOWING SEEDBED PREPARATION AND SEEDING. SLOPE STABILIZATION SHOULD BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATION. 13. ACTUAL LOCATIONS OF SILT FENCE OUTLET DEVICES SHOULD BE FIELD ADJUSTED TO ALLOW DEVICE TO BE LOCATED AT LOW POINTS. 14. SILT FENCE SHOWN ACROSS PROPOSED GASLINE WILL BE INSTALLED IMMEDIATELY AFTER THE CLEARING PHASE AND THEN TEMPORARILY REMOVED DURING PIPELINE INSTALLATION FOR EACH INDIVIDUAL AREA. SEEDED PREPARATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEED SCHEDULE). DO NOT USE LIME OR FERTILIZER ON STREAM BANKS OR IN WETLAND AREAS. MULCH DOES NOT NEED TO USED IN WETLAND AREAS. 4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE -SEEDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISHMENT FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. STREAM AND WETLAND PERMANENT SEEDING SCHEDULE TABLE 1: WETLAND SEED MIX MULTCH 300 LBS/AC OR 1/2 LB/1000 S.F. SPECIES COMMON NAME PERCENTAGE OF MIX Elymus riparius Riverbank wild rye 20111 Agrostis stololifera Creeping bentgrass 15 Carex vulpinoidea Fox sedge 12 Panicum virgatum Switchgrass 15 Poa palustris Fowl bluegrass 15 Dichanthelium clandestium Deer tongue 08 Bidens aristosa Bidens 04 Juncus effusus, NC ecotype Soft rush 04 Aster lateriforus Calico aster 03 Sagittaria latifolia Duck potato 02 Saururus cernuss Lizards tail 02 VVt I LANU SttU MIX I U lit APPLItU I U ALL VVt I LANU ARIAS tX I tNUING FIVE FEET LANDWARD FOLLOWING CONSTRUCTION. ** RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE. TABLE 2: RIPARIAN SEED MIX MULTCH 300 LBS/AC OR 1/2 LB/1000 S.F. SPECIES COMMON NAME PERCENTAGE OF MIX Elymus virginicus Virginia wild rye 15 Panicum virgatum Switchgrass 15 Agrostis stolinifera Creeping bentgrass 10 Rudbeckia hirta, NC ecotype Black-eyed susan 10 Coreopsis lanceolata Panicum clandestium Lance leaf tickseed Deer tongue 10 10 Andropogon gerardii Big bluestem 05 Juncus effusus Soft rush 05 Echinochloa muricata Awned barnyard grass 05 Schizachyrium scoparium Little bluestem 05 Sorghastrum nutans Indian grass 05 Tripsacum dactyloides Gamma 05 RIPARIAN SttU MIX I U tit APPLItU I U ALL UIS I URbLU S I RtAMbANK5, EXTENDING FIVE FEET LANDWARD, AND WITHIN HIGH GROUND PORTIONS OF THE ZONE 1 BUFFER, FOLLOWING CONSTRUCTION. RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE. PERMANENT SEEDING SPECIFICATIONS 3.1 SLOPES OR FLATTER: 1. APPLY AGRICULTURAL LIME ATTHE RATE OF **75 LBS/1000 S.F. 2. APPLY COMMERCIAL FERTILIZER ATTHE RATE OF 48 LBS/1000 S.F. FOR 5-10-10 FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER. 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: DATE: AUG 15 - NOV 1 NOV 1 - MAR 1* MAR 1 - APR 15 APR 15-JUL 30 JUL 1 - AUG 15 TYPE: TALL FESCU RYE GRAIN TALL FESCUE AND ABRUZZI RYE TALL FESCUE HULLED COMMON BERMUDA GRASS TALL FESCUE AND BROWN TOP MILLET OR SORGHUM SUDAN HYBRIDS 4. MULCH WITH STRAW APPLIED ATTHE RATE OF 95 LBS/1000 S.F. * HEAVILY MULCHED DURING JANUARY -MARCH PERIOD. PLANTING RATE: 300 LBS/AC OR 7 LBS/1000 S.F. 120 LBS/AC OR 3 LBS/1000 S.F. 300 LBS/AC OR 7 LBS/1000 S.F. 25 LBS/AC OR 1/2 LBS/1000 S.F. 300 LBS/AC OR 7 LBS/1000 S.F. TEMPORARY SEEDING SPECIFICATIONS TABLE 6.10b TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER. SEEDING MIXTURE RATE (LB/AC) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES MOUNTAINS - MAY 15 -AUG 15 PIEDMONT- MAY 1 -AUG 15 COASTAL PLAIN - APR 15 -AUG 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOILTESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. 25 LBS/AC OR 1/2 LBS/1000 S.F. MULTCH 300 LBS/AC OR 1/2 LB/1000 S.F. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH 35 LBS/AC OR 3/4 LB/1000 S.F. ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING 50 LBS/AC OR 11/2 LBS/1000 TOOL. 30 LBS/AC OR 3/4 LB/1000 S.F. S.F. ROBESON MAINTENANCE 25 LBS/AC OR 3/4 LBS/1000 S.F. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIZE AND MULCH IMMEDIATELY ADD TALL FESCUE FOLLOWING EROSION OR OTHER DAMAGE. ** CONTRACTOR MAY OBTAIN SOILTESTTO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH range of 6.5 to 7.0. ***SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAYBE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING MODIFICATION. SLOPES GREATER THAN 3:1 1. APPLY AGRICULTURAL LIME AT RATE OF **90 LBS/1000 S.F. 2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10 FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER. 3. *"SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: DATE: TYPE: PLANTING RATE: MAR -JUN 1 SERICEA LESPEDEZA 50 LBS/AC OR 11/2 LBS/1000 PERIMETER DIKES, SWALES, RYE GRAIN S.F. ROBESON (SCARIFIED) AND 25 LBS/AC OR 3/4 LBS/1000 S.F. MAR - APR 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 machine; must be tacked S.F. JUN - SEPT 1*** TALL FESCUE AND 120 LBS/AC OR 2 1/2 LB/1000 BROWN TOP MILLET S.F. ZONES OR SORGHUM SUDAN 35 LBS/AC OR 3/4 LB/1000 S.F. not use in hot dry weather HYBRIDS IF SLOPES ARE 10' OR LESS Air dry. Add Nitrogen 12 Apply with mulch blower, 30 LBS/AC OR 3/4 LB/1000 S.F. SEPT - MAR 1 SERICEA LESPEDEZA 70 LBS/AC OR 13/4 LB/1000 S.F. SLOPES STEEPER THAN 3:1 (UNHULLED - UNSCARIFIED) TALL FESC E 120 LBS/AC OR 2 1/2 L /1 Not for fine turf areas MILLET OR SUDAN S.F. Air dry, shredded or Apply with mulch blower 20 LBS/AC OR 1/2 LB/1000 S.F. 4. MULCH APPLIED AT THE RATE OF 95 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 10-15 GAL/1000 S.F. OR 450 GAL/AC. * TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES. ** CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A ph RANGE OF 6.5 to 7.0. *** SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING MODIFICATION. TABLE 6.10c TEMPORARY SEEDING RECOMMENDATIONS FOR FALL. SEEDING MIXTURE RATE (LB/AC) RYE GRAIN 120 SEEDING DATES MOUNTAINS -AUG 15- DEC 15 COASTAL PLAI N AND PIEDMONT - AUG 15 - DEC 30 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. GROUND STABILZATION TIMEFRAMES AMOUNT APPROVED STABILZATION TIME TBD TBD SITE AREA DESCRIPTION FRAME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, 98,200 ROBESON 7 DAYS or oats; spread by hand or DITCHES AND SLOPES 183,800 machine; must be tacked NONE HIGH QUALITY WATER (HQW) down. Wood fiber or wood 7 DAYS May be hydroseeded; do ZONES h ton - 1 tons NONE not use in hot dry weather Wood Chips IF SLOPES ARE 10' OR LESS Air dry. Add Nitrogen 12 Apply with mulch blower, IN 5-6 Tons Ib./tan LENGTH AND ARE NOT SLOPES STEEPER THAN 3:1 7 DAYS Not for fine turf areas Bark STEEPER Air dry, shredded or Apply with mulch blower THAN 2:1,14 DAYS ARE 35 cubic yds. hammer -milled, or chips ALLOWED 7 DAYS FOR SLOPES SLOPES 3:1 OR FLATTER 14 DAYS GREATER Heavy, uniform; woven of THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES Cover area NONE (except for perimeters 14 DAYS FLATTER THAN 4:1 and HQW Zones) PORTION OF THIS PROJECT IS LOCATED IN HIGH QUALITY WATER ZONE OF LUMBER RIVER NOTE REQUIRED GROUND STABILIZATION TIMEFRAMES TABLE 5: STREAM AND WETLAND IMPACT SUMMARY TYPE OF IMPACT (404/401) AMOUNT APPROVED WETLAND STREAM IMPACT TBD TBD PROPOSED DISTURBANCE PER COUNTY COUNTY LINEAR FOOTAGE (FT) DISTURBANCE ACREAGE (AC) RICHMOND 40,900 SCOTLAND 98,200 ROBESON 44,700 or oats; spread by hand or TOTALS 183,800 TEMPORARY SEEDING SPECIFICATIONS TABLE 6.10a TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING. SEEDING MIXTURE RATE (LB/AC) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND 50 COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES MOUNTAINS - ABOVE 2500 FEET, FEB 15 - MAY 15 BELOW 2500 FEET, FEB 1 - MAY 1 PIEDMONT -JAN 1 -APR 15 COASTAL PLAIN - DEC 1 - APRS 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. RECOMMENDED MULCHING Material Rate Per Acre Requirements Notes Organic Mulches Straw Dry, un -chopped, un- Should come from wheat SIGNATURE / INITIALS weathered; avoid weeds or oats; spread by hand or N/A 1-2 tons machine; must be tacked down. Wood fiber or wood May be hydroseeded; do cellulose h ton - 1 tons not use in hot dry weather Wood Chips Air dry. Add Nitrogen 12 Apply with mulch blower, 5-6 Tons Ib./tan chip handler, or by hand. Not for fine turf areas Bark Air dry, shredded or Apply with mulch blower 35 cubic yds. hammer -milled, or chips or by hand. Do not use asphalt tack Nets and Mats Jute net Heavy, uniform; woven of Withstands water flow Cover area single jute yard. Used with organic mulch Excelsior (wood fiber) mat Cover area Withstands water flow Fiberglass roving Continuous fibers of Apply with compressed air drawn glass bound ejector. Tack with %2 -1 ton together with a non-toxic emulsified asphalt at rate agent of 25-35 gal/1000 sq -ft Chemical Stabilizers Aquatain Follow manufacturer's Not beneficial to plant Aerospray Curasol AK specifications growth. Petroset SB Terra Tack Crust 500 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR PERMIT BY CHK JAPPID DESCRIPTION NF AE CB AREA CODE - ACCOUNT NUMBER - PROJECT NUMBER 2340067 DRAWING BY NF STATION ID N/A CHECKER INITIALS CB 07/07/2017 1 CB REGIONAL Piedmont ENGINEER MGR TECH NaturalREC &STD Gas PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE ENGINEER CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT SOIL EROSION CONTROL DETAILS SCOTLAND COUNTY, NORTH CAROLINA ROCKINGHAM RESOURCE CENTER, ROCKINGHAM, NORTH CAROLINA PROJECT CONTACTS: OWNER : JAMES BROWN PE 704-731-4681 ENGINEER: MIKE LANE 281-579-5382 SHEET(S) 3 OF 3 DWG SCALE NTS DWG DATE 05/17/2017 ISUPERSEDED DRAWING NUMBER REVISION PNG -C-434-0001349 A PIPELINE / RESOURCE CENTER / LINE NUMBER APPROVALS DATE SIGNATURE / INITIALS N/A N/A DATE SIGNATURE / INITIALS N/A N/A DATE SIGNATURE / INITIALS 07/07/2017 1 CB REGIONAL Piedmont ENGINEER MGR TECH NaturalREC &STD Gas PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. 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LINE 175 "NATURAL GAS - PIPELNE \ \ \ \ A ` HDD EXIT POINT EXIST. 70" PIPELINE EASEMENT O QW / \ -/-- /' '' GAS— w0 GAS— GAS GAS M GAS ---- GAS GAS S — GAS GAS ---------------------------------------- GAS --- GAS r,AS GAS GAS — GAS — GAS —GAS --------------------- — GAS \ ---------------------------- UU7 J < / / ��- -- ---------------- d? /3+00 0 O 320' 2+OAS— - - ------ S+OO G. k r 7 OO $+OO � _ -- ----- GASB GAS GAS GAS— AS � \ G AS— GASB GA ,� G l A� � y innw. ---------------------i--- .� GAS GAS — GAS GAS ----------------- --- G IGAS � GAS— GAS GZ ---------__----� - \ \ - ----- ---L----------- - -------- --------- ------------------- -- a Z � ��—�f�. a'---- „ 1 \\/ ✓ � 11 +p0 i � 2+00 .. 1 GAS cAs ! 1 +00 16+00 _ — GAS G ----- AS GAS -- GAS — G GAGAS GAS --------- -----+OO✓g-----14+00' GAS— GAS— GAS— GAS— 18+00 19+00A A mG\ \ \\20+001 GAS17+00' --------- 0 23+00 24+00 25+00 26 r z Z9g DITCH DITCH ------ ---------------- \ \\ \\ - _ r Z \ m 65 `cli 'o M \\` \\` `\` N - 23 c C/L PROPOSED LINE 434 30" \ \\ \ \ C 200' N STREAM SR1 NATURAL GAS PIPELINE w _____ z , STREAM SR2EME '&6 96 UT TO MARKS CREEK CP \9 Q PROPOSED EA NT ADDITIONAL UT TO MARKS CREEK 296 'e WETLAND WR1 TEMPORARY C 3 ' WORK SPACE �0 A yy a 200' 65' ADDITIONAL- � \ N M eb WETLAND \ \ x \ TEMPORARY r ry°j N �, 2 92. 001 WORK SPACE CO CO CO Pv 300' m 302' m— ft�' / o / / / 308'- \ _ WETLAND - — BOUNDARY — — — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD _ ___ —or.or.— ELECTRIC -'n ---- UT_ TELEPHONE THE PIPELINE INFORMATI SHOWN i � _ �• ON THIS DRAWING IS A COMPILATION OF/DATA OBTAjNEISFRO DRAWINGS ��, / / / WETLAND (PFO) EXISTING SOILS GAS PL PL— PROPERTY LINE X FENCE PIPELINE — w WATER LINE ---- my ---- uw- TV FROM VARIOUS SOURCES. AECOM DOES -NOT GUARANTEE THE `- _ / J WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- PERMANENT Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY O�COMPLETENESS OF / / EASEMENT IMPACT THE INFORMATION SHOWN- IT -FS THELIMITS �, � � � � � �� WETLAND (PSS) OF _ _ TEMPORARY ACCESS ROAD — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S -RESPONSIBILITY TO DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND / / WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH IMPACT STORM SEWER PIP€LINES PRI RTO VATION. -- / WORKSPACE EASEMENT 0 0 N 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 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 O u 360' 360' ui J C/L AIRPORT ROAD o U 340' 340' CD U7 WETLAND WR1 NATURAL GROUND 3'-6" MIN. COVER z O 320' 320' N T_6" MIN. COVER WATER LINE p STREAM SR2 STREAM SR1 = UT TO MARKS CREEK UT TO MARKS CREEK w 300' LU ILL.J 0 � 13' MIN. COVER J a b 280' 280' u 16' MIN. CLR. 260' 260' J PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE co 240' 240' a U 20' MIN. COVER PROPOSED HDD @ WETLAND & AIRPORT ROAD (SEE REF. DWG. PNG-C-434-0001007) > 220' 220' 0 MATERIAL 0 323' 3+23 1, 855' 21 +78 422 0 +0 1 2 1 � CONST. METHOD CM1 HDD CM1 N CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 1 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WO U S PLAN STA. 0+00 TO 26+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG —C-434-00012 35 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1120 1120 OWNERSHIP o Z V PATE, INC (HEW FULTON, MGR) + Z PATE, INC (HEW FULTON, MGR) O V O N � CN LO ILL O ACREAGE LD E Io' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. c� c� z z wiz- z� z z O W Jp W O I-_ Q Z J } �p Z J Q C/)= LU O J C) Ln L00n o C0 N 00 00 co Cl) N Lo RICHMOND COUNTY,- \q� NORTH CAROLINA 1/ q� �b 296' 312' o �� `CO � \q` 1120 _ 112Q - o oN o u q AcC q`\ o Li Q U C/L PROPOSED LINE 434 30" EXIST. 70' PIPELINE EASE ENT NATURAL GAS PIPELINE q� EXIST. LINE 5 20" EXISTING UTILITY EASEMENT o U) J O ATURAL GA IPELINE O O z 0 + =9 — + C4 N-------------------------------------------------------------------------------------------------------- -------- ---------- --------------------------------------- ------------------------------------------------- ----------------------- Ln 0 OGAS GAS GAS GAS GAS — GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS — GAS — GAS GAS GAS GAS GAS GAS GAS GAS GAS — GAY— GAS GAS GAS GAS GAS — GAS — GAS GAS GAS — GAS GAS — S GAS GAS GAS — GAS GAS GA—GAS—GAS—GAS—GAS— G GAS GAS GAS — GAS GAS—G, W 2 Z OO 27t00 2$+� 0 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 7+00 48+00 49ybo 50+00 51+00 52 Z Q N Q85' TEMPORARY DIRT �N q� WORK SPACE r'p �� / ROAD - z— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — q A� M � � _ WETLAND —�-� BOUNDARY — - — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT "" RIGHT-OF-WAY OVERHEAD ___ ___ -oE OE— ELECTRIC -'n -n- TELEPHONE u Ir vol uvuu rr vlvl u_ ,ll�� _ _ WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- Im ---- uN- TV _ PERMANENT _ /lCC �I(1T (`_I I��AITCC TUC �J WETLAND (PEM) — PERMANENT CONTOURS - - ACCESS ROAD----7e----TB- TOP BANK ----vo----vo- FIBRE OPTIC CONVERSION EASEMENT IMPACT L;UN I C;,I UKP IjkJF'UNSItiIL I Y lU - _ > WETLAND (PSS) \ - - LIMITS OF TEMPORARY ACCESS ROAD - - - - -----88----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY � ,, CLEARING PI WETLAND (POW) ADDITIONAL TEMP ACCESS ROAD POND DITCH IMPACT STORM SEWER I- WORKSPACE EASEMENT 0 0 N 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 O u 400' 400' Iii o U 380' 380' CD U J a Z O 360' 360' N w O = NATURAL GROUND LU 340' LU LL LL a CD 0 320' 320' 3'-6" MIN. 7 �3-MIN. COVER 300' COVER 300' w PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE co J 280' 280' U tY > 260' 260' 0 MATERIAL o 2600' o + 0 0 1 CONST. METHOD NF CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 2 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 26+00 TO STA. 52+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-00012 36 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1120 1140 1160 OWNERSHIP o Z V PATE, INC (HEW FULTON, MGR) O It RICKEY M CASSIDY & REBECCA L CASSIDY co STANLY RICHMOND & CO LLC (TOM McINNIS) (BILLY HELTON) p LL LO LO LO c° o ACREAGE c� a' a' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. Lu U Z W LL (� Z Z LU w_ 06 LU Z Z~�Z a<— C7 Z Z O LU Z�-' J J EO J O M O W O Ln O Z O_ � J >W a' < O O J O I— Cf)2 U W LU O 2 a a LU a o M o U J = VV V < O O t co m 'ITM co M O N M (fl O O U7 00 00 0 0 (0 (0 O t t + t t t t t t t t N LO (O M m mm m o O N O L!') 11') 11') L!') L!') 117 CO O (O (O co RICHMOND COUNTY,117 PL NORTH CAROLINA pL_ pL px- (3 (�j ?1-� 314'... � \ - - �"' \, ii0 0- C0\ a\ _" __1318' /tea --\660+72 PI < 05°00'00" RT. • ADDITIONAL TEMPORARY d \ �� \ /ted �__�'"1160 61+69 PI < 34°55'53" RT. WORK SPACE /,d C/L PROPOSED LINE 43�N" 1120 ° �/ ,d NATURAL GAS PIPELINE -�"------___ - -_ 62+66 PI < 05°00'00" RT. o o_ \ GPs— cas EXISTING UTILITY EASEMENT __ �_ GPs gas '� GPs \ EXIST. LINE 175 20" NATURAL GAS PIPELINE G� 61+00 62x Gqs \ EXIST. 70' PIPELINE EASEMENT GPS 00 o w Q Z - EXIST. 70' PIPELINE EASEMENT - �" G S/ 6'�0 c\ / GPS q GPS GAS 5g '_' \ 6"?, c GPS / 58+p0 / - \ 00 fir\ y GPS O N _�_-� ,�_- G _.. 57 -�" -� GPs < �" '� O " _ _ _ ±, GPS I _ _ iG� I GiS GP 55+00 GPS os� 3 --- \\ \c, O 54+QO '_ `_ "�'' GPS GPs I_i 3\ '� 2q \ 6 q \ BUILDING ` \ \ Sx00 s 0 J a WATER BUILDING WELL q 80' TEMPORARY \ \ FENCE 38' TEMPORARY d �\ WORK SPACE \ V to! \ L Q _ WORK SPACE \ >� \ pL tt``�-► 4 85' TEMPORARY j pL BUILDING WORK SPACE \ pL • (y VV \ < QL > 100 • IL1 • MN e� ACCESS ROAD e Qom/ � � \MM� � i AR -3 % � M _ WETLAND PROPOSED _ _ EXISTING -— BOUNDARY — — — STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ___ ___ _ —OE—OE— ELECTRIC -n -Ur TELEPHONE FORMATION SHOWN e RAWING IS A COMPILATION DATA OBTAINED FROM DRAWINGS / WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE PIPELINE X FENCE W WATER LINE----UN----UN- TV OM VARIOUS SOURCES. AECOM DOES NOT GUARANTEE THE Q� / q< WETLAND CONTOURS - PERMANENT - ----TB----78- TOP BANK ---- PERMANENT Fo---- Fo- FIBRE OPTIC V11171 CONVERSION (PEM) _- _ EASEMENT -- - \ ACCESS ROAD ACCURACY OR COMPLETENESS OF eIMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO / , A< LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — — ----BB ---- ee- BOTTOM BANK ---- \ DISTURBANCE WORKSPACE EDGE ss ---- ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND - - Q� q< WETLAND ADDITIONAL TEMP _ _ACCESS (POW) POND - DITCH CLEARING STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. WORKSPACE EASEMENTROAD \ 0 0 N 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 O u 400' 400' 6i o U 380' 380' CD U) J F Z O 360' 360' N a O GROUND C/L DIRT ROAD w 340' 340' LL LL LNATURAL LL O O 00 Of d 320' T-6" MIN. 320' v 3'-6" MIN. COVER COVER S MIN. COVER - 300' 300' J PROPOSED T.O.P. LINE 434 30" ZZ) 260' 260' 0 MATERIAL 00 1400'CD O CONST. METHOD + LO c+o 1 CM1 CM2 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 3 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WO U S PLAN STA. 52+00 TO STA. 66+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G -C-434-0001237 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1160 1180 1200 OWNERSHIP o STANLY RICHMOND & Co LLC (TOM McLNNIS) (BILLY HELTON) + STANLY RICHMOND & CO LLC (TOM McLNNIS) (BILLY HELTON) N JOHN HENRY LEVINER o LL c° `o w o ACREAGE 9 EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. c� z z W W Z J Z c� z z O_ W J co oo W Z } M U) } Z H H J J O_ H U CL U Z v Q U a U LU LUv z O 2 D_ U_ m a o U_ G_ 2 o o co I- � r- Ln o O M co U') W p N O t t t t } t } } t CO CO p O p N o O O O � n r -n � W ip RICHMOND COUNTY, NORTH CAROLINA i WCB \ , \• \ \ \ \\ \ -v N / 180 N \ EXIST. 70' PT�LLINE EASEMENTd /GPS Lij 91 1d/ p�p�� / �G lks V� \ EXIST. LINE 17520" a 1200 ��'/� GPS o U GPS \NATURAL GAS PIPELINE / GPS/ T9�oo O J Q �� 6� ooA s ,\ C/L PROPOSED -LINE 434 30, � � �, � -_ " G� � GPs ��i \ z NATURAL GAS PIPELINE � a \ \ ,,- j GPSco o / / S GP 0 2 ,, V V �� V o -S 69"0 a 14-100 � / / GPS ,/ / r GPS \ \ \ \ �, / 0 / 85' TEMPORARY �Q E _ � �� 3� E\ v Ox �cgsi ��c�sZ\r os ,/ / o WORK SPACE �� BUILDING2+60 d N M V �j 70+87 PI <44°54'3 " LT. _ �\ /a 160'x 25' ADDITIONAL v TEMPORARY p `b WORK SPACE �ACCESS ROAD \ AR -3 co M/y WETLAND PROPOSED EXISTING OVERHEAD wEr _---UT ---- UT— TELEPHONE \ oe OE— TNF PIPFI IIF INF(1RNAf BOUNDARY — — — STREAM PIPELINE EASEMENT RIGHT-OF-WAY —ELECTRIC \ \ EXISTING WETLAND (PFO) SOILS cns PIPELINE —PL—PL— PROPERTY LINE X FENCE W �' Mi 'tiiy \ 2 WATER LINE --------UN- TV rKVIVI VHKluuo JI')u J. HCI..VIVI \ \ > \ PERMANENT a DOES N\� v� - ' WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----Ta- TOP BANK ---- Fo---- Fo- FIBRE OPTICV11171 CONVERSION �� - EASEMENT ACCU Mi \ M/y ' IMPACT TH r �� \ �\ Mh / �� LIMITS OF — — — TEMPORARY ACCESS ROAD aa----ee- ss---- ss- 6' WETLAND (PSS) — — --- BOTTOM BANK ---- SAN SEWER TEMPORARY DISTURBANCE WORKSPACE EDGE \ / CLEARING L I �%' \ M/b� `a \� \�M�a Mia / ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT \�_ _ _ Q� WETLAND (POW) POND WORKSPACE EASEMENT DITCH STORM SEWER 0 0 N 66+00 67+00 68+00 69+00 7+000 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 O u 400' 400' Iii o U 380' 380' CD U) J F Z O 360' 360' N Of O 2 LU J � 340' 340' w J � O NATURAL GROUND � O 0 00 320' 320' Of a b 3'-6" MIN. COVER 300' 300' J 3'-6" MIN. o Q O COVER 280' 280' 0 PROPOSED T.O.P. LINE 434 30" I-_ NATURAL GAS PIPELINE > 260' 260' 0 MATERIAL o0 1400' o CONST. METHOD°° + 0 1 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 4 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER Q WO U S PLAN STA. 66+00 TO STA. 80+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001238 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1200 1220 1240 1260 1280 1300 C:) Q OWNERSHIP o +o JOHN HENRY LEVINER LO RICHARD K HOGAN N BRUCE SCOTT BOWERSOCK rn TRB RENTALS OF NORTH CAROLINA TRB RENTALS OF MICHAEL MONROE & BRIDGET MONROE �+ Q LL - +o C NORTH CAROLINA CD o O Go Gfl Go 0-) M O ACREAGE c� a' a' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS IMPACT 150' EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. CD Z Z p z z z LU LU LU LU w w w < J ZZ ZZ }wZ J Z Z w Z Z O w J J J J _ < J _ w J J w w LL Z wH wH O O_ ~ < Cf)= LU I_ co 9 M H H J 3: �tY 0 ><W O < v LL O < _ Ow Ow �Ow o 0 w w U w z U cn U a s a a. in p d v in z (n < a a w cD 0 2� 2� V V V pZ < JJ0 w V IY p w m Oa Oa a000- a a m a w a a w (0 o O �O L0 Q0 O ��N M co LO W F I� I- L N O O V U')NN 0000 V I U') I O V O + + + t t t ++ t t t t t + t + + + t t O U') (O O w w O 000 O N V V V) V) (O (O O O O O OW co co M MMM rT M M M M M O O - - - / AGc / / / / / - % RICHMOND COUNTY, / NORTH CAROLINA tCb -1dld, -1d_1d -1d 'IdId Id / Id -1d -T - - / -1d -1d Id Id _\\1d 'Id _1d a I ld ld �o\ ld I � 1260 I I V I N Id __1d -1d-� -1dla EXIST. 70� PIPELINE �SEM�NT ( I C:) / I PL ld T Id / EXIST LINE X75 20" _ PLS PL 1240 90+16 "PI < 5°00'00" RT. PL I L40'18'50"/ 1300 I 91+43 PI < RT. NATURA /GAS/IPELIN� PL _ I� �.�I PL�'— P _ �__---0- GAS(GAS— PL— L PL I /=--�------ PL W GAS I I I _-�--�- / GASB GAS S�I GAS GAS 90+0 I 9 +00 �� LI I �---� __-__-"'� 92 73 PI <5°00'00" RT. a /� -- Sys\ \ 1280 O n O i_-I--I-------- - ��IGAS-�-GAs g8+00 89+00 I < / 9 O cns GAS 87+00 �x / -- I-- �- �/- GA�—�� 86+00 / / ��OD �9S`. 94+78 PI <50°43'11" LT. r I J \ z ♦ / - �----- � ��cns 85+60 / -�� ' 4+00 �cns�IGAs cn / / / N O O cns cns g3 00 ��DIRT I �I I �� I / _ 82+00 ROAD \ �� VV�TLAND W03 _ t O W I ��. / 81+00 '8 �� % 85' TEMPORARY I _ 9 �� a ___----T--- GASB cns {� Z 00 - �� / / WORK SPACE �"O `. / ----"� GAS -� GAs 10 Z z b _ �( O 9s / v /--=------ _ GAS GAS 105+00 J BUILDING i i GAS / / J Q _ �w _-------- GAS 104+00 / '' Ja 1 \ a \ \ C o \ �1 J--�--- f GAS GAS GAS _ ' 103+00 / c102+00` Z a / _ A ' -------- ` -- GAS DIRT, GAS 101+00 \ r / / / �srX� / _ ------ cns As +00 ROAD / ' _ --- 100 +F� Q \\ \ a \ ��_'----SAS GAS -- GAS 9,f _ _GXS / GAS � , � '� � I � 97 � 00 �� _ 96+00 / /��z� WETLAN Q3 80' TEMPORA-� CL 95+001-11 /BUILDING i � Y _ C/L PROPOSED LINE 434 30 �� WORK SPACE -NATURAL GAS PIPELINE a \ PL� P �� /I150'x 35'�ITIONAL C PLS PL TEMPORARY - - - - imid �/ / �d _ ( I ACCESS ROAD \ I PLS PL— AcB WORK SPACE I AR-4 \ V PL / \ 162'x 25' ADDITIPNAL PL DIRT ROAD TEMPORARY I CL / / \ / / a�: WORKSPACE a ur I 11 \ \ " dED ' \ \ (I I Ja / a � v �� m 320' �7d \ \ \ \ --- PL PLS WETLAND PROPOSED EXISTING OVERHEAD (+( �T-WEr - - - STREAM - - - ^M RIGHT-OF-WAY -oE oE-----ur----UT- TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN a ON THIS DRAWING IS A COMPILATION / / �d I 1 I I a/ - EXISTING - - 1 OF DATA OBTAINED FROM DRAWINGS I I WETLAND (PFO) SOILS GAS - PL PL- PROPERTY LINE X FENCE W WATER LINE ---- UN---- UTv- TV PIPELINE / / / ( \� I // J a - PERMANENT FROM VARIOUS SOURCES. AECOM a� d 1i I ° / / / ° PERMANENT DOES NOT GUARANTEE THE ( I ( / / WETLAND (PEM) CONTOURS - - ACCESS ROAD----TB----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION / - I t EASEMENT IMPACT ACCURACY OR COMPLETENESS OF / \ I _ I I / I / �/ / / THE INFORMATION SHOWN. IT IS THE I _ - LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) - - - - -----BB----88- BOTTOM BANK ---- ss----ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO / / / � / / a / / - DISTURBANCE WORKSPACE EDGE i 1 I / LOCATE AND/OR CONFIRM THE J I CLEARING ADDITIONAL TEMP ACCESS ROAD IMPACT / / ( I �° \ I 1 / / / I / I LOCATIONS OF ALL UTIULTIES AND WETLAND (POW) POND _ _ - DITCH STORM SEWER A WORKSPACE EASEMENT S 0 0 N 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+000 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 O u 400' 400' 6i o U 380' 380' CD (A J F z WETLAND WO3 O 360' 360' N o NATURAL GROUND C/L DIRT ROAD 3' 6" MIN. COVER LU 340' LU O T-6" MIN. COVERER 5 MIN. COVER CD 0 320' 320' v u 300' 300' w PROPOSED T.O.P. LINE 434 30" J o NATURAL GAS PIPELINE U) J 280' 280' 260' 260' 0 MATERIAL o 2600' o CONST. METHOD +0 (o (+o 1 CM1 CM2 CM1 CM2 CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 5 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WO U S PLAN STA. 80+00 TO STA. 106+00 — DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G -C-434-0001239 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER O 1300 ap NC HWY 38 / LOUIS BREEDEN BLVD e0 1320 O OWNERSHIP MICHAEL MONROE & BRIDGET MONROE + Z V PATE, INC (HEW FULTON, MGR) o LL O r O r ti O O r N r O O 0 ACREAGE c� E Ia' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001020 w w 0 Of J ry U m U CO Z Z Z O -LU O Uo9p U v7 Z Q C/) ZLLI zz� Q—� Q _jZ Z O Z QY �F-�c0� LU LU _ (nLU v C/) z J Q OQ< 2 zH� QOp}OQOOW M ~ CL CL (0 � a- 0 �Z v N 2 � �_j O W ��UwaUZwU0oo�w ELLL W Z Q m a w 2 O O 0004 7r- MCO M MCO(O O (O I__ O O N (n (n (n I- I- N (O It O � O L0 O O + (O O + + + + + + + + + + + + + + (Ohhhh hhhhhhO O O O O O O O 0 0 0 0 0 0 0 O + + + + W 67 67 O N / i —U"—MOND CO NTYv— NORTH CAROLI /491AcB G / r z j ti V 7 / w �� — � T PL / � f PL IPL — PL — PL — PL EXIST. 70' PIPELINE EASEMENT / PL _ PL — PL — PL Q Wc6 C, ca , j� Z to W -32- ,1320 a W J u W i m Z_,/ - / EXIST. LINE 175 20" w / rn 109+4� PI < 6°15'28" RT. NATURAL GAS PIPELINE - - EXIST. 70' PIPELINE EASEMENT - - - / v o O U Q O O :E J� PL PL — PIL PL — PL —,L / PL — PL — PL — PL / — PL — PL — PL — PL — PL PL— O O \P\ PL— PL PL—t PL— PL— PL— -�/ ---------- PL— PL O r ---- - cA -� GAS — GAS GAS �L GAS _ GAs _ IGS GAS —GAS — —�-- --- -- Gam/ GAS _ ---- --- \ \ 119+00 PI < 29°04'41" LT. / / \ W As— pp 110+00 cas I 1108+00 109+00 cAs— cAs__ ------ -----� __ 107°�p 111+q0 112+00 cAs GAS GAS \ / G / ?► b Z I cns _ _ 113+00 GAS -�— cas GAS -- 1 h 4+00 115+00 � GAS _ / _�' — GAS �✓ / z Q J _L_/ _ 116+p / — 117+00 118+00/ / C/L PROPOSED LINE 434 30" "FEW 96 7 1 HREASPJEELINE / / / �: T 1 MPIORAR 85 CL I o ACCESS ROAD " AR -513 150'x 35' ADDITIONAL I TEMPORARY -- WORK SPACE FkbDI IO AL I / // 150'x 35' ADDITIONAL \ I�y / //�EMPOF�RY / / /' / TEMPORARY WORK SPACE A CNOR�K SPAC� / / / / / CaC / PL PL Jim'/ r 1 _ _k - - 32 _ WETLAND — BOUNDARY STREAM PROPOSED _ EXISTING RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD TELEPHONE —OE—OE— ELECTRIC----n----ur— A I = WETLAND (PFO) SOILS GAS PIPELTING INE INE — PL PL— PROPERTY LINE X FENCE W WATER LINE ---- u,v---- u,v- TV J (- J / PERMANENT a � -- _ WETLAND (PEM) PERMANENT CONTOURS - - - ACCESS ROAD----TB----'�- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION / IMPACT IL a / i WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD DISTURBANCE WORKSPACE EDGE ----BB --- -BB- BOTTOM BANK ---- ss ---- ss- SAN SEWER TEMPORARYLEARING M THE / C ILITIES AND A / / / - - WETLAND (POW) ADDITIONAL TEMP ACCESS ROAD POND WORKSPACE - - - DITCH EASEMENT IMPACT STORM SEWER EXCAVATION. � , a � I 0 0 N 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 O O u 400' 400' 6i o U 380' 380' 0 U) J F z O 360' 360' N I O NATURAL GROUND T-6" MIN. C/L LOUIS BREEDEN BLVD / NC HWY 38 LU J bCOVER 340' 340' LLI J Li- 0 00 F Li - 0 01� 320'320' a L --J L --J 3'-6" MIN. 5' MIN. COVER COVER - 300' 300' w PROPOSED T.O.P. LINE 434 30" J b U PROPOSED BORE @LOUIS BREEDEN BLVD / NC HWY 38 NATURAL GAS PIPELINE (SEE REF. DWG. PNG-C-434-0001020) � Q 280' 280' U H of > 260' 260' 0 MATERIAL 0 68 106+68 120' 107+88 1212' o 1 2 1 + CONST. METHOD CM1 BORE CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 6 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WO U S PLAN STA. 106+00 TO STA. 120+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG -C-434-0001240 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER C) 1320 Q0 1340 N 1360 0 OWNERSHIP o Z V PATE, INC (HEW FULTON, MGR) + ROBERT GARDNER & SHANNON J GARDNER + WALTER MATTHEW GORDON LL N co li O O ACREAGE c� a' a' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS IMPACT 155' EXIST. 70' PIEDMONT NATURAL GAS IMPACT 155' REF. DWG. NO. C7 z 0 0 Q a Of 0 w w � a z z w IOf Of C7 z_ OZ w Z w w ?j _ _jo w w Z z O Q U LL LL O O < < z H < d' O d' N O LL O O O a a v U Q Cf) < w w 0 0 � J w z � zo w OfV OfwV V 0 < c~n 2 w w U m w d d dLLd d w 2 O O t CO Cl) I t t O h N M + t Il- M + O � NOV N Cl) M I` L0 LO� I- O t t t t t t t O O t O N N N O N M Cl) M O O M M V V V ' V (O V • / / RICHMOND COUNTY, p / AcB NORTH CAROLINA JmA // / // / // A � / /�/ / WcBN / / / � Q., AcC - -- - - / /' 392'-----�-_ vvv---�---310=---� i- ice,- / ACCESS ROAD 005/ � / / ��v �------_-_��// /v ��--- vv---- ��'�,-------� // 14-1+74-P1 < 11'25'50" RT. N -_--�-� i - �PT<5° O'0_RT. `� EXIST. INE 1752 i / I (' I E IS . �0' pIPILL `VE EA MENT/ I I , I I \ - - - / i - - �_ / //--364= �__--- / / / / / / _ _ ------- __14+72 ---- --_ _ _ - -- =- - ------ __� - - - - - - - - - - �- NI TURAL OAS P� ELAE/ i / / l l / I / I l / l l / I I I I Jy� - - - / / _ _ / / / / - ----- _- _ - As � cAS—�s �cns _cas - _�_� _ - - - - - WETL9N9-WQ1 --7--- AS / I / / / / / / l l / I I I i -----------'�- \ _ - -- -- --- - cns cas— cAs— - / � - - _11 39+W a- fi40+00 141+ - - - y38t00 ,_ 142 +90- C) < 0 O / / / / ` \ \ / // // / ////// / // /// _// /// / / / / I \ �_�_ ----------------�,S-cas—GAS/ - -_ - ------ -- % �� GAS-f-GAs7cas�c� — cns � 13 + cas— GAS - - -136+00-- 7�0 t 4t0(y -5, --- -- _ _ - - - � _ _ _ _ _ _ _ _ �� ---� -- --- - 143 s --- _�- - - Q O / � / / / / / / / / / -� - _ / cas \ �_ S GAS — cns - GAS cAs A — cns 130+00 / 13'1 +00 / / 132+00 / - - - - / - - / / �� - - _ _ � FENCE - - - - - - - \ +�ti- \ O O / /1 --Lf--- "T- T _ .- cas A --- - j / L �sT-� c x-00 2 7+b0 128 00 _ -- - - - - _ _ 129+00 / / / / - / / _ / -' / / - - _ _ - - - - - - - cAS\ - - - v 139+77 PI < 5°0 '00" RT. - \ �0 N r / cAs -� 12 + 0 =ras=GAS-__ -Lc�s- ✓ �✓-4141L / 1126 - T / - - - - - v-- �- --- / - - - -- -- _ - - _ - 14 vv --_----- p -- c qs A O / 12� 00 / / Y�3+0/ LU 00 171400'1' + / I I I / �� / / / / / / / - �� / / / / / / / - 85' TEMPORARY / / / , / / �� -- 288-- / � WORKS 1� ----_ / -- /� � / / / / // �' ti� / -- ------- - / -- - - Q J �Z�-� i�f"� / / � I / / / // // / �,� / / / DIRTROAD // // 3g9------�- / //// / _ _ --- -- -- -- - -- -- - a -- ---- ---- ---- // �,0� ' J - > , — �/ j / / �� C/L PROPOSED LINE 4340" ^ — _ / \ / - / / / / 2 w65' A1�D1 iON jL NATURAL GAS -PIPELINE •� i / / / / / / / RY RKSPAGE CaC �ZETLANDWQ�L / / �i� I ---v _--- / // / / / / //- /// / --WETLANDWQ1 /� �� / 7d / O —302'---�>d WCB WETLAND - - wEr - wEr - - BOUNDARY PROPOSED _ _ EXISTING STREAM RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD —oE OE—----uT----UT- TELEPHONE ELECTRIC - - / / - - - - I I / / / / / WETLAND (PFO) EXISTING SOILS cas -PL—PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- ury---- u,v- TV I / / _ _ - - % - - - - / 1, �� \ _ / / / � i / - _' -� / / / / � / WETLAND (PEM) PERMANENT CONTOURS - - EASEMENT - ACCESS ROAD----TB----'�- TOP BANK PERMANENT ---- Fo---- ro- FIBRE OPTIC CONVERSION IMPACT _ / = - / / i / / / / WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ----BB __ DISTURBANCE WORKSPACE EDGE - -BB- BOTTOM BANK ---- ss ---- ss- SAN SEWER TEMPORARY CLEARING ADDITEMP ACCEASESS ROAD IMPACT WETLAND (POW) POND - - - DITCH WORKSPNAL ACE CE STORM SEWER 0 0 N 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 O 360' u 360' 6i o U 340' 340' O (n J C/L DIRT ROAD F 5' MIN. COVER NATURAL GROUND z 320' 3' 6" MIN. COVER WETLAND QW2 WETLAND WQ1 320' O 2 L.LI 300' w 0 3' 6" MIN. COVER PROPOSED T.O.P. LINE 434 30" o 0 00 NATURAL GAS PIPELINE a 280' 280' v 11 5' MIN. COVER T-6" MIN. COVER 5' MIN. COVER 260' 260' 6i J < O U < 240' 240' 0 H of > 220' 220' 0 MATERIAL g 2600' o CONST. METHOD 0 + CID 11 CM1 CM4 CM1 CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 7 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WO U S PLAN STA. 120+00 TO STA. 146+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001241 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER O 1360 M SPRINGHILL CHURCH ROAD M 1380 p OWNERSHIP + WALTER MATTHEW GORDON o+ SR-1804 + JAMES D JENKINS & ADI JO JENKINS o+ LL LL o o 0 ACREAGE c� E EASEMENTS IMPACT 150' EXIST. 70' PIEDMONT NATURAL GAS IMPACT 150' EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001021 0 a<- W H 0 H w WSW w 2Of 2 W UUU W U ZofZ U z c7 Z w 0=O w Q Q Q W LU U W J J W W (Y ZZ 0 _j Z J (7 Z_ O W W F_F_ O W W020 W c0 W Z (n(n N Z�C7� ch Z z < W dY dY LL W W oo a Z= J W z W= Z O 00 Q��O�O� EL Q cn = W O = LU w w U o a •_H00-W WMWE .-F-co c� U U 0 1-- u) U cn 2 w a ww LL o�wii��w0wi��w� 5= � ON O M� M 00 N 0� 000('')0 O � O O Cl) (O I1- M O O N N"t (n (O (O I-- CO O + + + + + + + + + + + + + + + + + + + + (O h O U') U') 1- O � �r-- r--r-1 � r1_ r1_ r1_ r1_a) N V V Ln L2 Ln Ln 0 00 00000000 0 0 �PL �� p� — / / '�� 1 1 _ RICHMONDpt- _ NORTH CAROLINA i P< i i V A I I PL T – \ l� — Id -Id 4— -1dd P(\ .- P - - / / Id Id 7— -1dd \ �Ac�B PL pt PL i V 1 l � �PLvP� I I I 1 A vPL A� -� JmA -- / PLvi/ M w /� \ T PLPL - ----- 1 PL - -- PL M \ / \ �� / PLIL �'� / I I \ V M p PL pj PL p\IL \ \ Pt .r/v VPLA / PLI / A Q 9380 w � o U 0 � 0 U Q WETLAND WQ1 �� V `160+19 PI < 05°00'20" RT. Q 0 _ C/L PROPOSED LINE 434 30° = o EXIST. 70'PIPELINE EASEMENTO /NATURAL GAS PIPELINEfV ,,NATURAL GAS P PELWE EXIST. 70' PIPELINE EASEMENT0 �, F-1A cJ 00 M a. GPS ----- - -- - -- - -- - Z/ ///---- _--- - -------------�'--------- i Gos 1��lei �� - GAS —GAS —GAS --------''--- �� ii-14j+0 -- ---�"\ i _ —GAS —GAS —GAS —GAS —GAS — ,GAS —GAS —GAS — GAS — GAS G GAS _— SGP? /-� GAS� GAS+OO �(i 148-,,00i GAS' _ - cAs — 16 -- '�-r------ cts— GAS—� --GAS - GAs-�� !� / cAs o. 162+00 163+00 I cns / -- ---- 158+00 159+00 cat_ cns-- cas—cns 164+00 165+00 166+00 1674 +00 1 9+00 / ---- �- cAs'� caste`_ cAs— m 149+00 �� = G 1111 156+00 157+00 �0.j �Q — GAS GAS— 155+00 � f 154+00 - -- - GAS —.� �` 1 153+0 - 50 +00 *0 / 0 151+00/ 1 - -. 85' TEMPORARY I 0'.� �� / WORK\SPACE \ I i _ - - FENCE - i 306 �� - --- • --- `' / - J STREAM SQ1 p@ \ m UT TOLIGHTWOOD 1 � -- _---------- I i m --- I 1 I I II -- /Z KNOT CREEK WETLAND RF° 169+65 PI < 21 °14'36" LT. 150+40 PI < 19°15'12" LT. PC a�� \ \ ` \ \ 150' x 35' ADDITIONAL / \ \ 15-0 x 35' ADDITIONAL - P� "� i , / TEMPORARY TEMPORARY / \ Pt \� \\ \ PC - -- WORK SPACE I WORK SPACE / \ - \ / pt / C Pc _ WETLAND PROPOSED _ _ EXISTING OVERHEAD ___ ___ _ \pt -�-� BOUNDARY - - - STREAM PIPELINE EASEMENT RIGHT-OF-WAY -0Eoe- ELECTRIC -`n -ur TELEPHONE THE PIPELINE INFORMATION SHOWN \ p� ON THIS DRAWING IS A COMPILATION \ _ -- -- -- � � PL � EXISTING 08' / �'- - WETLAND (PFO) SOILS GAS — PL PL— PROPERTY LINE X FENCE w WATER LINE----urv----urv- TV OF DATA OBTAINED FROM DRAWINGS pt PIPELINE - J \ _ P` FROM VARIOUS SOURCES. AECOM - \ - \ \ PERMANENT _ DOES NOT GUARANTEE THE Pt P WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----78- TOP BANK ---- Fo---- Fo- FIBRE OPTICV11171 CONVERSION ` -31-01 ---- t EASEMENT / ACCURACY OR COMPLETENESS OF _ - / _ - - IMPACT P THE INFORMATION SHOWN. IT IS THE - - - _ / / / _31-T- - - ,, / LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ __ - - / WETLAND (PSS) -B� -ems BOTTOM BANK ---- ss----ss- SAN SEWER TEMPORARY / CONTRACTOR'S RESPONSIBILITY TO \ 6 / \ _ DISTURBANCE WORKSPACE EDGE - CLEARING LOCATE AND/OR CONFIRM THE 3� / / - - - - _ _ _ _ / ` - - - - - -.. ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND ��jd - - - - ) A / / WETLAND (POW) POND - DITCH STORM SEWER / / WORKSPACE EASEMENT PIPELINES PRIOR TO EXCAVATION. 1 / 0 0 N 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 O u 380' 380' 6i o U 360' 360' CD U J F Z 340' 340' N U/G WATER LINE C/L SPRINGHILL CHURCH ROAD O NATURAL GROUND LU 320' LU LL_p WETLAND WQ1 STREAM SQ1 UT TO LIGHTWOOD KNOT CREEK L-- L-- J 0- 00 T_6" MIN. COVER a 300' 300' 0 2' MIN. CLR. PROPOSED BORE @ SPRINGHILL CHURCH ROAD (SEE REF. DWG. PNG-C-434-0001021) li 5' MIN. COVER 280' 280' Lu 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 3'-6" MIN. COVER b 5' MIN. COVER NATURAL GAS PIPELINE � 260' 260' Q U H of > 240' 240' 0 MATERIAL g 2088' 166+gg 100' 167+88 412' o m 1 2 1 + CONST. METHOD CM4 CM1 CM4 CM1 CM2 BORE CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 8 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WO U S PLAN STA. 146+00 TO STA. 172+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG —C-434-0001242 A STATION ID N/A DATE INITIALS PRINCIPAL /A PROFESSIONALENGRCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 am esource Center, Rockingham, North Carolina Rockingham R g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1380 1400 Q OWNERSHIP o JAMES D JENKINS & ADI JO JENKINS rn HARVEY CARROLL o Q �+ �+ JR & MARY CARROLL o+ O C14 (0 0O 00 CO O 0 ACREAGE LD EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS IMPACT 155' REF. DWG. NO. zz C7 Q Qw< C� z wZw z _O z 3: LU z _O H J U- ZWLL�LLWZ J m� �m � 2 J J 2 w �i�wawi-� + + + + + + + + + + I� W 00 00 00 00 00 00 00 W RICHMOND CO TY, - - I� �� NORTH CAROLI I� j l I \ \ JmA L'ou. a MO M �c9 / � c� 64 N p Q c� W N N v QJ NI 0 �" � � � 1400 = • u Li EXIST. 70' PIPELINE EASEMENT C °v> WETLAND WP3 0 o J C/L PROPOSED INE 434 30" a/ o cn Q O O EXIST. LINE 175 20" NATURAL GAS PIPELINE NATURAL G S PIPELINE v / O O z + 1 ' Q + n �� I � = -------------------_ ---� ------ , - --- -- -� _ - --------- _ --- --- ---------- -----------,-- —� - -- ---------------------- I � ` ------ CO00 - 0 GAS GAS GAS GAS GAS GAS GAS GAS \ --GAS- GAS GASB GAS - GAS GAS - GAS GAS '- GAS GAS GAS GAS T GAS GAS, GAS -CGAs \- GAS GAS - GAS GAS - - GAS GAS L GAS G W LU 00 173+00 174+00 175+00 176+00 17 00 178+00 179+0. 180+00- X181+0 I82+00 1�3+00v 184+00 \ 185+Op 486+ 0 /187+00 189LU z¢ Zj85' Q� TEMPORARY WORK SPACE Q d - \ WETLAND WI 3 a STREAM SP4 CROOKED I CREEK a ? Q � —�-� _ WETLAND BOUNDARY — - PROPOSED _ _ EXISTING — STREAM N" RIGHT-OF-WAY —0E °E— OVERHEAD ___ ___ -'n -'n- TELEPHONE THE PIPELINE INFORMATION SHOWN � � /� PIPELINE EASEMENT ELECTRIC ON THIS DRAWING IS A COMPILATION - � � / / � � i � � � EXISTING OF DATA OBTAINED FROM DRAWINGS 314. 3 / / / WETLAND (PFO) SOILS GAS - PL PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- my ---- uN- TV FROM VARIOUS SOURCES. AECOM / / / / j "� i PERMANENT DOES NOT GUARANTEE THE __ / // / / / / i WETLAND (PEM) CONTOURS - - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF / / / i / / EASEMENTT IMPACT THE INFORMATION SHOWN. IT IS THE - - - - - - _ _ _- / / j / i - i / / WETLAND (PSS) LIMITS OF - - - - - TEMPORARY ACCESS ROAD ____BB----BB- ---- BOTTOM BANK ss---- ss-SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO / � ' DISTURBANCE WORKSPACE EDGE CLEARING OR THE SAND - - / , / -, WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH STORM SEWER IMPACT ATION. • / WORKSPACE EASEMENT 0 0 N 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 O 0 u 360' 400' Iii o U 340' 380' CD U7 J Q H Z O 320' 360' N NATURAL GROUND O WETLAND WP3 LU 300' L3' 340' w U- 0 6" MIN. U- Ob COVER STREAM SP4 O a 00 280 CROOKED CREEK 320' o PROPOSED T.O.P. LINE 434 30" 3'-6" MIN. NATURAL GAS PIPELINE COVER 260' 300' ui J 0 S MIN. COVER 240' 280' U > 220' 260' 0 MATERIAL o0 1600' o + + 1 CM1 CM4 CM1 CONST. METHOD N W �2 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 9 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 172+00 TO STA. 188+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas VV+00 DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001243 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, INC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER CD 1400 rn GROOMS ROAD / SCHOLL SHANKLE 1400 0 OWNERSHIP + HARVEY CARROLL JR & MARY CARROLL + SR-1805 + HARVEY CARROLL JR & MARY CARROLL o� rn 0') o oao 0 0 ACREAGE FL 0 o' EASEMENTS EXIST. 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001022 F- LU z LU z F- z W W LU U LU U LU U U LU Z– Z U U zZ W W W O Q W pU_ (n W Z Z LU Q Z_ J W LUUZ Z_ LU 0�e0Z Lli �- (n Z_ Z O J (n w Z ?> W M J W (n J p Q pJ z J O 00 O W > Q W a' 2 2 of Of Z LU O M O Z O Q J a:< �a Q <MM000J0�UWaZ � C:) J Q c~n U w �?� �0 Q� � z mwowOwapm�m Q v U (~n 0 v Q o Xw_ ZX 0 a§UDoo T-0 3:S2a p v v v Q w O�X�DUD-�XO z a c- � LU Wma LU LU m �- wUwowwOU�w� w 2 O Ln � O O O Ln I-- 00 O N� N O co O LP) 0 M O 00 O O O 00 co co O (n (n M 00 00 O O N L— L— (n O t t + t+ 00 00 67 O O 00 00 00 00 00 t+ O O O O t t+ t++ ++ t t t t t t t M (� (� M (� (O r O O N O O O O O O O O O O O O O O O r r r r r N N Psi P RICHMOND COUNTY, ,, MI P� P` NORTH CAROLINA I� I JmA 276' - - i / J - 199+16 PI < 41 °18'38" RT. _ 1400 EXIST. LINE 175 20"+4i \ V A o WETLAND A NATURAL GAS PIPELINE / A) \ WP3 1400 �' 197+78 PI < 10°00'00" RT. �/ TILITY EASEMENT CN o_ EXISTING 1 189+99 PI < 58°47'34" LT. EXIST. 7Q PIPE9NE EASEMENT C/L PROPOSED LINE 434 30 Li cgs `, *ATURAL GAS PIPELINE �__--"-GAS—cns T / o U U OOk �� ` _ As GAS 198+ �� EXIST. 70VPIPELINE EASEMENT - -" � GAS —0 00 199`i� Q H Z O N �� qs �i9 x o �G °_GAS ----- / ___------- Gam— GAS 197+00 GAS 6+00 ------ GAS 19 — 195 + ? �s GAs 194 00 % p �P G '� —�/ cns cns i 193+06 �� r'O � OX �� 191+00 i 90' ORARY er �� ORK SPACE ss Q a 270' — O g0, PORARY m I 8� c'pcgs k TEMPCE X n OfL SA \ OO 272 WORK \ - 85' TEMPORARY WORK SPACE _ _ p O 200 3 PI < 10°00'00" RT. z Q AcC / A 150'x 35' ADDITIONAL \ `,o -76' J D/ 150'x 35' ADDITIONAL N t3 TEMPORARY _- TEMPORARY d ��a WORK SPACE \ WORK S PACE � �a o C� z i _ 0 OI - - - WETLAND WP3 164'x 25' ADDITIONAL TEMPORARY to -- - - CE IF _WET _WET _ WETLAND —STREAM PROPOSED — — EXISTING N. RIGHT-OF-WAY PL BOUNDARY PIPELINE EASEMENT —OE—OE— OE—OVERHEAD ---- OT---- 0T—TELEPHONE ELECTRIC — PL— \ PL— PLS PL EXISTING _ WETLAND (PFO) SOILS GPs PIPELINE PL PL— PROPERTY LINE X FENCE w WATER LINE ---- uw ---- uw- TV I PERMANENT PERMANENT---- -----�----TB- TOP BANK \ _ I WETLAND (PEM) CONTOURS - - EASEMENT ACCESS ROAD vo----vo- FIBRE OPTIC CONVERSION IMPACT ---- LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — —----ee---- BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY - A CLEARING - ADDITIONAL TEMP _ _ ACCESS ROAD I WETLAND (POW) POND �� WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER 0 oN 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 0 420' u 420' 6i o U 400' 400' O (n J Q H Z p 380' { 380' N 0� C/L GROOMS ROAD / NATURAL GROUND SCHOLL SHANKLE 3' 6" MIN. COVER J p = 360' WETLAND WP3 360' J 0 a 00 L — — — — 340' 340' u 5' MIN. COVER 320' 3'-6" MIN. COVER 320' PROPOSED BORE @ GROOMS ROAD / SCHOLL SHANKLE 0 PROPOSED T.O.P. LINE 434 30" (SEE REF. DWG. PNG-C-434-0001022) 300' NATURAL GAS PIPELINE 300' Q U � 'MIN. CO ER > 280' 280' 0 MATERIAL o 639' 194+39 100' 195+39 661' CD Cx)1 2 1 + CONST. METHOD CM1 CM1 BORE CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 10 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER r6111 WOUS PLAN STA. 188+00 TO STA. 202+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG -C-434-0001244 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1400 1440 OWNERSHIP o HARVEY CARROLL JR &MARY CARROLL HELEN SCHOLL o 00 4 C?C C14 N 00 N ILL 1? H ACREAGE H c� o' o' EASEMENTS EXISTING 70' PIEDMONT NATURAL GAS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z LU 2 ❑ ❑ ❑ ❑ z 2z 2z z ❑ z LU ❑ < z w Z LU Z O Z Z O W Z_ ❑ ❑ cn W H w Hw 2w2 w (n Ye <}<Y E5❑ (n W W O J o d o W Z _O Q J < 3:< < < U_ LL LL Z w IL W W Z LL O 00 <OOOfWOf< O ❑ ❑ ❑ LL <<< < O 2LL 00 d 00 O J < U z Q 000 (D ❑ �� w ww mww�a�m w CD CDC a(D(D000a (D 000 z w �� c7 0 < w ❑ (D < 2 W Z J J J m w i�i�i� ❑ ❑❑ ODD O ❑ w ww �ww6a6� w J J J W ❑ 000 m w Z ❑ V X V w w 0- w a < 2 O O + Cl) O OC) M00 (0 (0 M O O + + + + +t 't 0') ON L0 CC) � I � OD OD OD OD (fl + + + + + + + �t 00N � Ln N (fl (0 + + + + + I-- M r- O G7 L0 O O t t t t + O O + N O Cl) Ln Ln (0 (0 O O 000 M h 00 6) N N V N N N N 00 N N N N N N N N N N N N N N N N N N N N N N N N N N CHMOND COUNTY, / � � �� ab. _R a NORT H iC/�ROLINA AGB �� . / a �/ I ■ /�� - a-------------------� /AGC - �P5 --- 'C/ / - ------------- Q5 \ _ AGB / / / I �I•� a / / I I I v A I / P5 v , 352' of gA _ OEOE OE _ 111111111111163 I OE -�OE T O / '35 N 1400 OEC—— OF OE_ 0461 c — pE� oE-' ,Z OE OEC— OE— % o L aj f + O EXIST. LINE 175 20" ATURAL GAS PIPELINE EXISTING 70' PERMANENT a EXISTING 20' TILITY EASEMENT\�V WETLAND WP2 o� \ \ \ \ \ \ \ VP/ LAND WP1 - — A " —�-oE OE' . Ot OE -- -----— \ �G- — — — of— /-E--7--OE., o'e C/L PROPOSE6 LINE 434 30" \ � — — —32V —' `'`� �� \ \, PROPOSED 70-- < N + ---__—_--__—__—__—__—_ N N------------------- — — — — — — - EASEMENT -------------- ------- a / ti ----------- - --- NATURAL GAS PIPELINEPERMANENT s _ //�/—z E��OE OE OE- OE— A, \ .� - i \ E 6 � E��O of—� EASEMENT \ — - — -- — — — \ 00 . - 0 — GAS— W GAS GAS GAS GAS GAS— I --------- -��Ah � N � Z OO 203+00 GAS— GAS i GAS—GAS— GAS GAS G —GAS— �O GAS GAS GAS GAS— GAS-- GAS G a� GAS GAS— GAS— GAS �,C------- ------ _----_----------`-------- —� S — AS _ - j --------224+00 275+00 �— 226+00 227+00 — - 22LU Z b . J 4+00 I I I 205+00 20� 207+00 08+00 ,� I I � , 209+ 00 211+On 210 00 + 1 0 //✓/ �� GAS GAS — GAS — GAS — A a's c'�fifii - cAs AAs —cns —GAS cns —cns —cns +OQ — - — ��3 � — -- - -- Z Q _ c, r -- I --�--- i i 214+0, � � I � � — — 1L 1111111 N / I 215+ 00 216+00 217+00 218+00 I � T ,` 2'19+ 0' i =�1—I _ ,, — -220+00 221+00 22+00- ..1 - a _ �t F - I - --- O _ r III *qw II IWORK N 90' TEMPORARY rQ SPACE Q _ \ DIRT ROAD O - �� O. 60' TEMPORARY \ WORK SPACE Qdoor I `i I+ (� Op, i --------------- - ---------------- —----=----- \ L�p Q / / ------ k l 11 ! a I , 200' x 65' ADDITIONAL 22 0 P 5°00'00" RT. — — — — — — — — — 33 222+07 PI < 15°00'00" LT. ' i WETLAND WP2 / STREAM SP3 I,- TEMPORARY - __--- - STREAM SP1 / - r 302` � a UT TO CROOKED CREEK PACE' WORK SPACE- UT TO CROOKED CREEK / 150'x 150' x 35' ADDITIONAL / - - - - / --298' / STREAM SP2� / f UT TO CROOKED \ X96' WETLAND WP4 , I TEMPORARY // / -" CREEK �� ACCESS ROAD AR-7 -�ry WORK SPACE ACCESS ROAD AR-6- - _- V 4w —Am CID M THE PIPELINE ORMATION SHOWN / r / / wa) N —WET— WETLAND BOUNDARY PROPOSED EXISTING - - STREAM ^� RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD —oE OE— --UT----n- T -- ELECTRIC ELEPHONE THIS DRAWING IS A COMPILATION ATA OBTAINED FROM DRAWINGS � / i y 8 i / / � o'8 WETLAND (PFO) EXISTING SOILS GPs PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE uTv ---uw- ---- TV F M VARIOUS SOURCES. AECOM �� / PERMANENT PERMANENT DOES NOT GUAR�ITEE THE ACCURACY OR COMPLETENESS OF _ / / -- WETLAND (PEM) CONTOURS - - - ACCESS ROAD----78----TB- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ,i / / / / / / - e I WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND / / / - / / I # J j e� 1 WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND WORKSPACE EASEMENT - DITCH CLEARING IMPACT STORM SEWER PIPELINES PRIOR TO EXCAVATION. / 0 O N 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 u 360' 360' WETLAND WP1 3'6" MIN. COVER Iii o U 340' 340' o U7 WETLAND WP2 < z C/L DIRT ROAD NATURAL GROUND O 320' 320' N C/L DIRT ROAD o LU o 300' UT TO CROOKED CREEK 5' MIN. OVER 300' w OOD 3'-6" MIN. COVER 280' 280' 5' MIN. COVER 0 11 260' 5' MIN. COVER 260' < PROPOSED T.O.P. LINE 434 30" C, 0 co NATURAL GAS PIPELINE < 240' 240' U > 220' 220' 0 MATERIAL CD 2600' o CONST. METHOD + N + co (� 1 CM1 CM4 CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 11 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER — WOUS PLAN STA. 202+00 TO STA. 228+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001245 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1440 1450 1455 1460 Q OWNERSHIP o HELEN SCHOLL LO CSX RAILROAD �, CP&L ,n LELLA O JONES NC HWY 381 JAMES DAWKINS & MYRTLE DAWKINS o Q C+ + o 0 M (0 N N co NN co N N N N 0 H 0 ACREAGE H LD E EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001010 PNG-C-434-0001023 w w w w LU Z U U Z Z CD Y QQ Y } Z 00 Z H Of O O Y(n w U) ��w z� z0 H C� LU U)z U a� 0� O>.Z 0 WLL _j 0 >-2 WYzp?0 COcn w 9 z O = y0ywwy0y Z 2i Z Z 2i Z Of <0< az YQ =YtY�} F_U Z� ZLL LLZJ Cha > LU wQ pMLU LU O J _ ~ � z Q C7 0 a�aUUa�a �(D �w MW ~mpUw Q O} a " _jaC9zp 0M "� o JO�� v Q � < 2 w z M w 000��000 coo U -MH �M OY O� 0OQ0�0 z CLCD H� U0wUa wH�:ma w < 5= 2 (D O M L0 L0 O 7 � �* � N Lf) (0 Lf) MIqLO Ln(0w N Lf) O M M (fl M � M (fl Lf) M 0) f`_ M0 00 NNCl) �tL0 L0(0(0(0 Cl) Lf) O Cl) O + 00 N + + + In O O co Cl) M + + + + + + + + + �� 00 MMMMMMMM Cl) + + + + + + + + + + + + + + + O� MM MMMM MMMMMM In VT VV V V V V V V V V V V V + + M L0Lf) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N IC OND CO NTY y v qp - _ _46 - a N RTH CAROL A d i \ I 0- 332 - a id -- ia ld old ---- - - ---------- S J -- ---------------------- - - -------�-_-------- ---- -- -- ___ \_ \ _ _____ - _ - ------- _- — _---------------- WcB a I ------------------------------------------------------------------- -----� AcB — °' L EX PIST \ - i I& 3 — PLS PLS LI_ CULVERT PLS P �'' CaC —30 ,0 __.-30 30� WETLAND W05 \ PLS PL PL I ; OE—\OE OE— — OE� PL 3 cc PLS 30 .� 30 5L —c- 110, _ N 33�- i 1440 3� 1450 344' 30 — 1460 _ — — 30 30 of—�. _o of OE f1 z , r W 2 3+'I < 45°00' ' T. \ --- ` w K C/L PROPOSED LINE 434 30" — — — — 30 30 30 30 J Q A NATURAL GAS PIPELINE V OE OE A 9P of of o 00 U J Q O 60 0' PROPOSED 70' PERMANENT r p 'S 3 r 6 - __—� 4& —30 30 z + O EASEMENT G -0 � O N 20' — -- T - 1 � 240+00 2[,41+00 L�20 24twI 244+00 +00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 25�+00' p 2 _ -' � 232+00 233+00 234+00 235+00 236+00 237+� I I m 38+00 + 0 239 0 _, o , P ' 11 +PL- W W 0p 229+00� 230+00 / 231+00 _d Z Fes, i I I I L.. I I PLS I� ld II F- PL m ld 11 J S !'- O .�.�_ J / I O111 I 1 m PL PL PL I ld ld 1\ El 0, V Q J 60' TEMPORARY WORK SPACE G� 356' a 60' TEMPORARY i i �P C WORKSPACE----------------------- I I I I I 1 m a G I I I I I I — 146'x 100' ADDITIONAL TEMPORARY I I a _ 150'x 35' ADDITIONAL - d l I TEMPORARY 6 WORK SPACE 3 WORK SPACE _ a DIRT ROAD 3 ❑ - / - * 350' I I YI I ld I PL PL IPS 494'x 126' ADDITIONAL I TEMPORARY PL Id —1d —Id —1d ld ld - — 01 \ _ ' J/ ACCESS ROAD AR-8 I I WORK SPACE ❑ r 3 .\ I I ■ L 111' I I I �/� IMIN 348 I I I I _WEr—WE_ WETLAND _ — — BOUNDARY STREAM PROPOSED _ _ EXISTING wv RIGHT-OF-WAY PIPELINE EASEMENT —OE OE— OVERHEAD----uT------ ELECTRIC TELEPHONE A � I — — I � WETLAND (PFO) EXISTING SOILS cns —PL—PL— PROPERTY LINE X FENCE PIPELINE W -- WATER LINE--u,v ---- uN- TV — PERMANENT PERMANENT ui I WETLAND (PEM) CONTOURS -- - ACCESS ROAD----TB- TOP BANK EASEMENT ---- Eo----Eo- FIBRE OPTIC CONVERSION I IMPACT - — WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----ee----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY CLEARING 7 _ I- I 1 / WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH WORKSPACE EASEMENT STORM SEWER IMPACT 0 0 N 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 O 420' u 420' Iii o U 400' 400' CD c) J Q H z380' O N C/L CSX RAILROAD 380' O C/L NC HWY 381 J o 360' NATURAL GROUND 360' J U O a o 00 T-6" MIN. COVER L--J 3' 6" MIN. COVER 340' L--J I 340' 0 11'MIN.COVER I L--J L --J Nt II 5' MIN. COVER 320' 320' J PROPOSED T.O.P. LINE 434 30" PROPOSED BORE @CSX RAILROAD PROPOSED BORE @ NC HWY 381 Q (SEE REF. DWG. PNG-C-434-0001010) (SEE REF. DWG. PNG-C-434-0001023) 2' MIN. CLR. co NATURAL GAS PIPELINE J 300' 300' U WATERLINE tY > 280' 280' 0 MATERIAL CCD D 848' 236+48 200' 238+48 434' 242+82 100' 243+82 1018' 00 O*O 1 2 1 2 1 CONST. METHOD N CM1 BORE CM1 BORE CM1 (� CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 12 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER P iedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 228+00 TO STA. 254+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG —C-434-0001246 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1460 1500 1460 OWNERSHIP0 JAMES DAWKINS & MYRTLE DAWKINS WILLARD MARK DIXON & KAY DIXON co JAMES DAWKINS & MYRTLE DAWKINS O CD co Oo 0 C? N w N co N co N 1? H 0 ACREAGE H LD E Io' EASEMENTS PROPOSED VARIES & EXISTING 70' PIEDMONT NATURAL GAS EXISTING 70' PIEDMONT NATURAL GAS 160' IMPACT REF. DWG. NO. z z z z z z 2 2 2 2 2 2 LU w w w w w zw22 z w w w w w z Z <w« < ww w www www < �ZWW H ZJ Z_ Z_ ZZZ_ z Z Z W -j w (n J` J J J J J (n -j J W z LU a7t a U) } }wa aC9a cn z Z _0 � J LL a_ LL = LL - V ~ ~ � - LL J pa0OU0 <a0 0- ��a < aha O Q W U w�wwow z �� < 0- a�� z �� < w U CD D CD (D C� F3 L v U) 0 O O (n C7 D v– 0 0 W < OX00�0 w X_ X z of of— w X_X z 0 < 2 wwwwUw m LU CL w w CL CLOW m wCLw w w 2 (D co0')�*h00C0 L0 co (o O 0000 h ��00 N O O OONNN (0 r1- 00 O (0 co OoM co OCo Co O (fl O + + + + + + + + + + + + + + + + + + + + + + + It Ln Ln Ln Ln Ln (o (o (o 1.0 � 00 M M M Ln Ln Ln Ln Ln � 00 M m m m m m m Ln LO LO LO LO V) O O O (0 Cfl Cfl Cfl (o (o (o N N N N N N N N N N N N N N N N N N N N N N N RICHMOND CO-LINTY, 1\II �` -- - } NORTH CAROLINA a \\ or- ■ r i i • 7 d ��9 I \\ \ \ I \ \ W N 1 o ON dv a L _------ I--------- t- /—.__�T------ _ — - ' O / ypt%O c9\�, Ci1500 I1 / CC- 1460 ��C S w J vl I ry \� (WETLAND W05 I �► < 00 ��3. \ I v STREAM SO4 I ti� J < p ACCESS ROAD AR-10 GP5 UT TO JOES CREEK I I WETLAND WW c �G I 1 EXIST. LINE 175 20" O 1 NATURWAL GAS PIPELINE `` 1 I ��x z --(�` �� C/L PROPOSED LINE 434 30" EXISTING 70' /� 5 6 PI < 46°55'16" LT. I 5 PERMANENT � ti� \�\ NATURAL GAS PIPELINE z¢ a EASEMENT w 'S/ 6x00 G-----------------------------�=-------'— - \----- --------- O� / // y /✓ 00 �� GAS — GAS GAS GAS GAS — GAS �— GAS GAS GAS GAS \ GAS GAS \ GAS GAS GAS\�� Rix / GAS 265+00/�� / PROPOSED + J +00 260+00 261+00 262+00 263+00 \ 4+00 PERMANENT \257+00 258+00 0 259 4 � a EASEMENT STREAM S03 1d id -Id �d iI - -a 256+75 PI < 43°04'44" LT. 90'TEMPORARY I JmA �CaC � A\ WETLAND W05 � WORK SPACE w • a 60' EMPORARY �I / W RK SPACE -----± ------------------------------y------ G� 150'x 25' ADDITIONAL', a / TEMPORARY 1 EXISTING WORK SPACE la CLUVERT 95'x 25' ADDITIONAL - TEMPORARY / I „a WORK SPACE / N 0 N a l) Cp - WETLAND _ _ _ PROPOSED EXISTING OVERHEAD STREAM RIGHT-OF-WAY —oe oe—----ur---- ur- TELEPHONE I 1 - \ BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN la ON THIS DRAWING IS A COMPILATION/ - \ WETLAND (PFO) SOILS GAS EXISTING —PL—PL— PROPERTY LINE X FENCE W WATER LINE ---- u,v ---- �- TV OF DATA OBTAINED FROM DRAWINGS w PIPELINE a FROM VARIOUS SOURCES. AECOM w Q? W PERMANENT ES NOT GUARANTEE THE � WETLAND CONTOURS - - PERMANENT - ----'�----TB- TOP BANK ----vo----vo- FIBRE OPTIC CONVERSION p � (PEM) ACCESS ROAD EASEMENT \IMPACT ^a CURACY OR COMPLETENESS 00 -I � \ LIMITS OF TEMPORARY ACCESS ROAD� ----eLi- e----BBOTTOM BANK ---- ss---- ss- SANSEWER TEMPORARY WETLAND (PSS)E INFORMATION SHOWN. IT IS THE NTRACTOR'S RESPONSIBITHE"'ITY TO ;-- ` \ DISTURBANCE WORKSPACE EDGECLEARING IOELINES CATE AND/OR CONFIRM TH ADDITIONAL TEMP ACCESS ROAD IMPACT CATIONS OF ALL UTILITIES AND o_ WETLAND (POW) POND DITCH STORM SEWER WORKSPACE EASEMENT PRIOR TO EXCAVATION. i. 0 0 N 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 O 0 u 380' 380' Lii o U 360' - 360' O J WETLAND W05 < z340' �_ STREAM SO4 NATURAL GROUND 340' 0� UT TO WETLAND W04 JOES CREEK LU 320' 320' w U- U- 0 CD 00 0 300' 300' PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER3'-6" MII�. COVER T-6" MIN. COVER NATURAL GAS PIPELINE 280' 280' Lii J < O U co Q 260' 260' U > 240' 240' 0 MATERIAL 00 1400' CD + v + m 1 METHOD ( CCCCM2 CM1 C (+CONST. CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 13 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED — ACCOUNT NUMBER - Q WOUS PLAN STA. 254+00 TO STA. 268+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001247 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 1460 1520 1540 Q OWNERSHIP o JAMES DAWKINS & MYRTLE DAWKINS Z V PATE, INC (HEW FULTON, MGR) v MOUNT MORIAH CONNIE R THOMASo Q CD + M CHURCH ROAD + O N co 00 (SR-1800) 00 M N N H 0 ACREAGE H LD E Io' EASEMENTS 160' IMPACT EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001024 Y m W W Z F— WW W W LU O � Z� Z Y ZZW otS YZZ2 z W OW Q 0 (n �' m H� m~� H H WW W� ¢WWW'Q¢ H H H Z W W�W(n WWF W �Z (n JH OZ200 ¢ 0 W z _O z J YOQ�LL. Z W LL O 0�(n LL LL LL ih w� 2= Q �w�H 0 z YWD=L�a�z�LL=OZ-U` O(n 00 o z z J O (~i� U EDLU 0 LU LU LU 000 O �a z maw~LuFa0w LU LU OH 00 O U (~n Q OOJO� 000 0 X� w O §-iODO D��O �Q �� Q 2 �mUwaa mww w a LU CL m �O�c�wwa0U L000 lY UW C5 C5 U 2 O O CON 'nNN �Ln O NN O M U) O co ��N Ln O�Ln co- *0)co �Ih Ln� M V0)O7NNN M�11Ln Ln Ln Ln Opo N O O t 00 + + + OOO + + + t OO O + + 0000 + + + + + t + + + + + + + + + t + + t 00 ��0000000000 0000000000 OO OO O + (0 N 00(0(0 N N N (0(0 I- r- N N N N r-r- N N 00 0000000000000000 0000000000 0000 00d) 0') N N N N N N N N N N N N N N N N N N N 0') N /-----RIC MOND COUNTY, 3d - - TH CAROLINA ----------- W / d AcC 1 WcB Mw - — 308, _ CD j - -- Q 'CU a' / 1460 I X0 b o WETLAND 0004 4 y 3�a / Q� 1520 Ib40 Li \ -------- - g / - 70' - EXISTING 70 271+31 PI < 14'03'19"RT. PERMANENT _-_ i - _ _-__- - - - - EASEMENT _ ----��---=---- �v L PR POSED L E 434 30° EXISTING 20'UTILITY 2 EXIST. LINE 175 20" EASEMENT / NATURAL GAS PELINE NATURAL GAS PIPELINE C 0 J _ __-_ �- 00 �"�-- _.. -- " GAS - "- ' 7`----� - � --_------------ ----1---�=- F - - Q �__ - � 3�O' �d GPS / � —GAS — GAS _� _ --------------- --- -- ----�-------- ---- ----------- --- ----- - GFS— GAS— GAS— GAS— GAS—GAS�-------- G'4SGAS GAS— GAS— GAS— GAS ------------------------------------------- 272+pp ' r� • �� I ' I _ GIS 273+00 274 v / 274+00 --i 275+00 Q 276+00 _ GAS— GAS-- —GAS — GAS GAS — GAS — GAS ----------------------- --------------------------------------------------------- O + N /� '� • / GAS �// / GPS 27 O +CJ '�- - / 277+00 278+ i _� —� — GAS — GAS — GAS_ GAS — GAS--------- X279+00 i 280+0 282+00 283+00 284+00 Gam— GAS — GAS 28 +pp 285+p(� / — GAS GAS GAS _ GAS / P PL — PL — PL PL PL GAS — GAS GAS — PL PL / GAS —GAS -- GAS L 41 = GPS g9k00 �% ', = 2 ��-'" ,� / , / / ._ Q., / _..., 286+00 ., P,14 287+00 ; 2 0 cAs- �Lsas_ N 0 } / _ - - -2�+� 291+00 292+00 293+00 I 2g W z o Z1:..� �� EXISTI 70' 20 PERM ENT MENT / / / 90'TEMPORARY e / / / WORK SPACE / ' _ ---__--_-----_-- �'- - - �\ I "5O- i \i 50' TEMPORARY Z - �� JmA - Q --------- - -------------------- DIRT ROAD \ WORKSPACE _ = -� - - - - - - - - - ----- ' STREA S03 e �• - --- - - - - - - - - - - - - I I Q - ��' UT TO OES CREEK l T �� Q/ -------------- - - // j/ - -' 150'x 35' ADDITIONAL -Z-4m \ TEMPORARY 104'x 35' ADDITIONAL a WORK SPACE A TEMPORARY / WORK SPACE W O Q Q 1 r \ \ Q I� I e r WETLAND '�-'�- - - - BOUNDARY PROPOSED EXISTING STREAM - - a^ RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD —oe oe----ur---- ur- ELECTRIC TELEPHONE I / 1 WETLAND (PFO) \ SOILS GAS EXISTING IISTINE - PL PL- PROPERTY LINE X FENCE w WATER LINE ---- my ---- �- TV I Q T PERMANENT � WETLAND (PEM) -----�---- CONTOURS PERMANENT- - ACCESS ROAD ----T�- TOP BANK EASEMENT vo----vo— FIBRE OPTIC CONVERSION Q IMPACT � � / WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD - - - - -----ee---- BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY e 1 CLEARING LAWETLAND / (POW) ADDITIONAL TEMP _ _ ACCESS ROAD _ POND DITCH STORM SEWER IMPACT -AK0 _ WORKSPACE EASEMENT Q O N 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 O u 420' 420' Lii o 0 400' 400' CD (n J Q H z O 380' 380' N o C/L MOUNT MORIAH CHURCH ROAD DIRT ROAD 3'-6" MIN. COVER J NATURAL GROUND 360' J U- o360' U- 0 Opo WETLAND 0004 340' L - J L — — J 340' 0 S MIN. COVER u 6 i 320 STREAM S03 320' J UT TO PROPOSED BORE @ MOUNT MORIAH CHURCH ROAD JOES CREEK T-6" MIN. COVER (SEE REF. DWG. PNG-C-434-0001024) 300' 300' PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE w > 280' 280' 5' MIN. COVER 0 MATERIAL o 1975' 287+75 100' 288+75 525' CD CD -0 2 1 CONST. METHOD N CM4 CM1 CM2 BORE CM1 (\I CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 14 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT VT AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED — ACCOUNT NUMBER - r6111 WOUS PLAN STA. 268+00 TO STA. 29Q 4+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY VT REC &STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA PNG -C-434-0001248 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1540 1520 1560 1580 OWNERSHIP o CONNIE R THOMAS rn Z V PATE, INC (HEW FULTON, MGR) v Z V PATE, INC (HEW FULTON, MGR) Ln Z V PATE, INC (HEW FULTON, MGR) o O v co m O LL C? N m N �_ M LC) co o co C? H ACREAGE H LD E Io' EASEMENTS EXISTING 70' PIEDMONT NATURAL GAS 70' IMPACT EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. z z z LU w w w LU wLU Q Q <00 0 ww w w wQQ �QQ�Q w (� z Z ww Z w> w> y J z z O Z J-1 w } J w J > >Q > Q L > } >Cn Cn» } LU Z � < Q J a~ aLU 0 0 0 QQQ d Z a 0— ~ Z a w w wwwww ~ LU a00 00000 J _0 1-- Q C~n U �a (n O 000 �m U) a 0- m www wwwww a O a L (D (D (D (D (D (D (D O U � Q 2 X0� LU CL J J J 000 X O w 0� O X 0 0 00000 Of C www wwwww a Q 2 (D O Lf) a) It It NaO�* CACAO NO �(0 (r MMN O�M(O't LID W (O NMS OOOON (O O O t + +t t t t t t + + + + + + + + + t N MMM �� Lf) t O N MM NN 000 MMM MM M M MMM MMMMM M co RICHMOND COUNTY,r ld Id — — ld ld — Id , �d NORTH CAROLINA PL P4— PL -f PL PL �L�— PL =�L \ WcB \ I r as \ ---- 360, ----------------------------------------------------------------- ---------- 1\ \ I A Q — v, FL_ 1 ACCESS ROAD AR-11 352' r O N 1520 I < 1560 / 1580 PL o ' — ^a PL L SPL I oCf)NATURAL QEXIST. LINE 175 20" GAS PIPELINE EXISTING 20' UTILITY EASEMENT / / / / / i EXISTING 70' PERMANENT C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE �a I °jC� a Q EASEMENT a �2y, _ z O 11 -------------------------------------- -------- \=�------------------------------ -------------------- -------------------------------- ------------- / / - -------------------------- --------------------- -------------------- ----------------------------------------- -------------------------------------� ^a ------------------------ --------------------------------------- ---------7----- -- -�----------------------------------------------------- O N 0 N W PL _ PL _ PL _- - G P PL —GAS —GAS GAS =- GAS —GAS GAS GAS GAS GAS — GAS GAS GAS , GAS GAS GAS GAS GAS GAS GAS GAS GAS — GAS — GAS AS GAS GAS GAS GAS GAS GAS — GAS; GAS ' G GAS GAS T- GAS GAS — 3%�S -- GAS —GAS —GAS GAS —GAS .GAS —GAS —GAS —GAS —GAS —GAS —GAS M W •J 00- ,295+00 296* 0 � 297+00, 298+00 \ 299+00 300+00 301+00 30 00 ) 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 ,�� 12+00 c 13+00 3.1ai:^0j 315+00 i 316+0Q_ 317+00 318+00 319+00 ,� 32 z z I I I I f'I I� L I d 90' TEMPORARY 352! WORK SPACE �' I 3�$ �j W 1540 - L Auk— :I r � � — —_ _ r �� li WE T AtJD STREAM SO2 ' 310. � � \ I � I W03 UT TO a — r JOES CR EEK i \ ,..338' -- 0 - r _�_�_ WETLAND _ BOUNDARY — — STREAM PROPOSED _ _ EXISTING w` RIGHT-OF-WAY PIPELINE EASEMENT —oE OE— OVERHEAD _---UT ---- uT_ TELEPHONE ELECTRIC TION SHOWN I ON HI COMPILATION OF DATA 0 OM DRAWINGS r _ jp WETLAND (PFO) EXISTING SOILS GAS — PL PL— PROPERTY LINE X FENCE PIPELINE `N WATER LINE ---- uN---- uT`/- TV FROM VA CES. AECOM -, PERMANENT DOES NO E THE WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----78----TB- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURA LETENESS OF r IMPACT THE INFORM WN. IT IS TH I WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD DISTURBANCE WORKSPACE EDGE ----E18 -__ -BB-- BOTTOM BANK ----ss----ss- SAN SEWER TEMPORARY WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND �� - DITCH IMPACTG STORM SEWER ' EASEMENT — — -1d — -1dWORKSPACE O O N 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 O 0 u 420' 420' Iii o 0 400' 400' CD (n J a 0 O 380' 380' N 0� DIRT ROAD O NATURAL GROUND WETLAND W03 LU 360' LU LL LL 00 a 340' 340' � 3' -6" MIN. COVER STREAM S02 o u UT TO JOES CREEK T-6" MIN. COVER 320' 320' 6i Q PROPOSED T.O.P. LINE 434 30" co NATURAL GAS PIPELINE J 300' 300' U 5' MIN. COVER > 280' 280' 0 MATERIAL g 2600' o CM1 1 CM4 CM1 CONST. METHOD NF— CD M CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 15 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - PLAN STA. 294+00 TO STA. 320+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECHWOUS Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001249 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1580 1600 1600 1600 1620 Q OWNERSHIP oZ V PATE, INC (HEW FULTON, MGR) Z V PATE, INC (HEW FULTON, MGR) Z V PATE, INC (HEW FULTON, MGR) ,n Z V PATE, INC (HEW FULTON, MGR) o Z V PATE, INC (HEW FULTON, MGR) O Q O + O Cl) + W + N + (f') + M O M M co co M co ACREAGE 9 o' o' EASEMENTS EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. z z LU w w w ww w z_ z z_ � z_ z_ z_ z a z_ Z O w J J � J J J J w Z } w O M} O } O w} O Z a o 0 o a o Z O Q (n J �a o N o o o aof o J = w o w o w o 0 U a in N a a N co U H a N U Q (n Q wX V V V � V V wXO V Q 2 aw a a s a a E: awa E 2 O h M N U') O0 M � N c0 O O co 7 O O M LOM SO N (O O + + t t ++ t t t t t t t t t O (o I� co co N M U') U') 4i (O N N N N N N N M M M MMM M co M M M M co co co co M M co co co co co -/ RICHMOND C#Tl�;� pL— PL �\ vv'�— — -- . NORTW'CAROL�NA "-�` - Ci W -3 WcB Ito /-- -- 344' \\ ` S PL -- - -1 -- — - -/ P� PL ql ' - \ - •`\\ PLS -----46 L \\ \ L / \ \ 326+92 PI <5°00'00" RT-.-- T" _ \ �4� � /,'/ ACCESS ROAD AR-12 a \� \\g� V -342- ` AV — — — X38- -- — — -_ < EXIS NG3�UTILITY 327+94 PI < 27°29'37" RT.�\ / \\\ — — — �� EASEMENT-- _,�` " \ 328+97 PI < 5°00'0 " RT. \ \\o 01k, \ °F \ �� \ _ EXIST, INE 175 20" - — — — NATURAL GAS �ELIN� l °� - T — — — ° EXIST G 70' PE fbM ENT /- \ iW GA cns �\ \ \ °F \ °F °F €ASE E1�T�\��\ _�'_ PIS3 *oo �Qas \ �\ \ R -� \`. °, \ iW \\ _o GPS�3+0 1600 \. \\\� PLS A GPS X0 GAS /W . o 3PL 2 Gam\ \ R _ SSL PL -' i'' n�2Fj 3 GAS \ \, \ e \ ``� \\ °c^ of PLI '' /�- V GPS �ry�\0<1 as PL 332-\ Ox Q PLS PLS ql h/ Z� PL \ R/ \GAS \R/W J _ -- / \`\\ I\\\�, o "- q` 01- ,' /" /S/GPS �+�� \ ql GASV \\ A ° 0- \ AA \ VA 5/ GP _ \ GAS��`\`,\ `\ \\°c^ °F GP < .. � - --- --- �.----- GAS ` \0\\ \ _ � \ q .. --- \ ��\\ GPS 32 i \ i \ l \ GIs `,\` \ °F \°< \\\ / /GPS �� \ 336 \ G \ \ \ \\ — 333x AS O -/,< GPS 322+� / PL PL �< PL \ GPS / / / l �� PL �. - - - 00 '' \ \ °� °`" GPS/ 1+0� �/ C/L PROPOSED LINE 434 30" _�\.� ° S -01 — — _ NATURAL GAS PIPELINE \ \ ,_ 334' �\ 334x00 qs F ��\� \� g a o �� 0 - of \v\��\ ��/ �� g, 90' TEMPORARY 328 \ \ \ O, c \ /`eL' \°< of F N i q w WORK SPACE \ \ eL\ i \ 333+50 Pl < 2°00'00" RT.Tp / \ \ J WETLAND 334+63 PI < 32°02'19" RT. eL d X W02 320 / 332 PL — PL PL eL \ %01 – Ifj335+58 PI < 2°00' 0" RT. 162 a N W N i eL 0) — v _ wer _ wer _ WETLAND _ — — STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY —oE OE— OVERHEAD _---UT ---- ur_ TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC eL 'bPLS WETLAND (PFO) SOILS GP's PIPELINE EXISTING — PL PL— PROPERTY LINE X FENCE W WATER LINE ---- u,v ---- UTv- TV PERMANENT / PL/ _ PERMANENTCONVERSIONPLS WETLAND (PEM) CONTOURS - - ACCESS ROAD----'�----TB- TOP BANK ---- vo----vo- FIBREOPTIC CONVERSION EASEMENT v eL/ IMPACT LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ / eL/ WETLAND (PSS) -ems__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY DISTURBANCE WORKSPACE EDGE CLEARING WETLAND (POW) POND WORKSPACE ADDITIONAL EMP - - ACCESS ROAD - DITCH STORM SEWER IMPACT JIMPv \ - \ 0 O 320+00 N 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 O 0 400' u 400' Iii o U 380' 380' CD U) J Q H 0 360' O 360' N NATURAL GROUND 3'-6" MIN. COVER LU J_ 340' 340' w J_ U- ao LL 320' 320' 0 u 3'-6" MIN. COVER 300' 300' PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE co J 280' 280' U rY > 260' 260' 0 MATERIAL o0 1600' o + CONST. METHOD (N"' (0 M Ow CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 16 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 320+00 TO STA. 336+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-0001250 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1620 1640 OWNERSHIP o Z V PATE, INC (HEW FULTON, MGR) Z V PATE, INC (HEW FULTON, MGR) o Q0 LL (0 M (0 M N co ACREAGE CD E Io' EASEMENTS EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. z z z z W J J W W W W >> W W W U' Z_ W z Z �%` �%` Z Z W W W W W W W W W W W—wUjW WH W J Z Z ZZ Z Z Z Z 02Z2 z Z W W W Z Z_ W W Z U' Z Z W O �� O OnlnOv (OWW U) Of Of Of � w� nLU Of J LU W LU Z O ? oaawW W W WW W wOfwawWa � cp a a ? C/) U v �Z ~ as a a~a a ~LU LU Q CL 0- �U c~n Q Xw X =o= _ HD-jOHXHZ _ - X X XQ WmW WWW 00 O OWO O Z)U�c9 Oa W W a W 2 O O O co N (D L0 (D 00 It�* O 0) (') 0) 0 0 0 Ln Ln (0 L0 M I- O L0 I-- O �t M I` O) N L0 (0 (0 I� 00 O O Ln I - (0 (0 M (0 O 47 O t (0 t t t t t t t t t t t t t t t t t t t t t t c0 c0 c0 c0 01 01 O O O O O 11 11 N N N t + 'T O t t � N co M co co MM co co coM V VV V V VVVVVVV VV V co M co co co M M M M co co M co M M M M M M M M Mpr V 't co Cl) U') Ln co co Q RICHMOND COUNTY, ' NORTH CAROLINA Q � WcB 3 a 0*1 GNpQ�� a 44• AcB div t e Q , M -k- ' - - PROP D 35' / PER AN / ACCESS ROAD EASEMENT / � � _ PROPOSED 15' g0' TEMPORARY _ AR -13 1620 _ PERMANENT WORK SPACE / 0 O - / EXISTING 20' UTILITY / EASEMENT a N EASEMENT / 342+55 PI < 44°56'46" P \ RT. p o _ __ s = — / _ P< \ z:1< of - - \ �_ GAS + -GeAS Q+ M LV 01 u)�-- \ J / o OE ( OE_ OE _ p< \ P �"�� C0 — _ `�_� '' GAS OE °E� °fes /C/L PROPOSED LINE 34 30 _4_� - 0 UJ OE_ _ G OE_ 0 O � _ GAS GAS /- GAS 'L n NATURAL GAS PIPE INE Q J Q _ _ OE_ OE_ _ _�E OE OE Z O E OE_ OE_OE�OE_OE °E_ 1x0 _ GPS--� —� °E _ OE OEG-iFOE / —_— ='Asp i EXIST. LINE 1 16" P�\ � NATURAL GAS PIPELINE p< O Oz 0 OE oe +O OE / OE OE / of_0 E E _ _ °E_OE _OE_ of �'�OE '0 S `°E _0�_ / AS - _ _ GAS �= _ GAS _ EXIST. LINE 175 20" \ a� _ _ _�cAs= _ GAS + Q_ NATURAL GAS PIPELINE GAS _ //�� °E_ OE �'OE _ OE /O/ 0E----___ OE OET/ _ OE OE OE_ _ �. — _GAS _ _ 4_ — - GAS G N O /yW •'/ ___-_ - �,,pOXO /�'_ OE_ __OEO-^`S �_ _OE_ °E_OE ° _ 0 P OEC °E _ _OE E // pE _OE _ - _ ___ S__ GAS ' ,•! _ S - - GAS + Of_ _ _ _��—_ G — W OE AS _ GAS a 2 GAS OgO _ / --�_ ` S� BOE E_OE --� GAS= — GAS °E O _ - E_ + ' ftft 00 _ OE GAS --0,----oe_ GAS — / _ 0E'= °E_ = =S _ _ OE OE--_ OE__ - _GAS _ AS _ = _ _ GAS _ �I ,_ _ S OE 0 GAS _ OE E_ �/ 337+Q0 _ GAS / - _ _ . / _ OE_ °E_ OE OE_ °E� _ °E 4 _ _ G S GA_ GAS GAS _ _ Ift/' _ °E GAS - 338+Qn _ - - 0'--0 °E_ OE _ OE--_ E� / GAS GAS �� ' _ -_ E_OE---_Of 4 _ GAS Q 0E__ EXISTING 45' - d °E PIPELINE EASEMENT / / M -__ / O EXISTING a -�_ 1640 50' / 141'x 100' ADDITIONAL _ PIPELINE EASEMENT 25' TEMPORARY TEMPORARY / WORK SPACE WORK SPACE / '�__ ■ EXISTING 70' EXIST. LINE 175 20" NATURAL GAS PIPELINE - PERMANENT EASEMENT Q AcC_ WETLAND PROPOSED EXISTING OVERHEAD —�-� BOUNDARY — - — a _ _ STREAM PIPELINE EASEMENT RIGHT-OF-WAY ___ —0E °E— ELECTRIC -UT -'n- TELEPHONE A )�� 338+10 PI < 45°00'00" LT. WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- Im ---- uTv- TV FROM VA � a PERMANENT DOES 0 ACCU ` T WETLAND (PEM) PERMANENT CONTOURS - - - ACCESS ROAD----'E----TE- TOP BANK ---- EASEMENT Eo ---- Eo- FIBRE OPTIC CONVERSION IMPACT THE I CON ��'' �,� a / WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ DISTURBANCE WORKSPACE EDGE -erg__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORACLEARING LOC 8- L I a WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER 0 0 N 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 O 0 u 400' 400' ui o U 380' 380' O (n J Q H Z O 360' 360' N O C/L ROAD NATURAL GROUND T-6" MIN. COVER LU 340' 340' w J_ LL J_ LL - 0 CD 00 0 320' 320' 3'-6" MIN. COVER 0 ii 5' MIN. COVER 5' MIN. COVER 300' 2' MIN. CLR. 2' MIN. CLR. EXIST. PIPELINE EXIST. PIPELINE 300' CDco Q � U J 280' 280' Q PROPOSED T.O.P. LINE 434 30" w NATURAL GAS PIPELINE > 260' 260' 0 MATERIAL 00 1600' o + + CM1 CM3 CM2 CM3 CM2 1 CM1 CONST. METHOD (0 co (' N co CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 17 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 336+00 TO STA. 352+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G -C-434-00012 51 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1640 1660 1560 1680 Q OWNERSHIP o Z V PATE, INC o Z V PATE, INC N Z V PATE, INC N Z V PATE, INC o Q 3:(HEW FULTON, MGR) + (HEW FULTON, MGR) `+° (HEW FULTON, MGR) + (HEW FULTON, MGR) + 11 O N M N M 00 M N M 00 co O ACREAGE CD O EASEMENTS PROPOSED 15'& EXISTING 45'& 50" PIEDMONT NATURAL GAS REF. DWG. NO. 0 0 0 0 0 0 z z Q Q z Q Q Q Q z z _o z � 0 � � � 0 z _o J U H ry a LL LL F- 0Q0 Of a LL 0 LL LL 0 LL 0Q0 QQQOf F- a U Q C/) www C7 CD O www www CD CD CD CD O C/)O Q 2 ry a. o_j0 Of wUw a 0 0 0 0 wUw wUw Of a Q 2 O O O I— MI'—� N MMO (O 0ONM �O 00MM MMM O O + N + N + + + + h h 00 00 + + + + + + co co co 00 00 00 + N + 00 Lf) M Lr) M ��U')LO MMM Cl) MMM MMM MMM MMM I- Cl) I— co RICHMOND COUNTY, 7d 7d 1 7d NORTH CAROLINA _,d --- Id Q 1 WCB Id �o- �7d7cy d WcB 1 �� 32p 6 Id _7d 7d - -19 Y \ � ILA �a / ` ACCESS ROAD � AR -14 N F _ PL - b� o w -j - PL � p- -- -- — PL � u -- — --- ---- ---- — — — — — — I� I — ---------------- — — .. +rr �— --D—IRT ROAD I 91 T ROAD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — /— — — — —— —Q Qy I, ` \\ — - O PL p� 1660 DIRT ROAD 90' TEfv1P WORKS RARI>iO ACE M I \ - N o N � M 1640 0 �'A �. PROPOS D 1 I I PERMANENT EASEMENT I M M _ LL1 wo 4_ _ �_ is5� 35G _ 5.Z+�0_ �Fn�� 1 ,, �� —I — — — — — — — �F�+nom + _ LF�ton_'aTi4Q� U+00 _+ L. j��Q ZOO? + Z2� 0- �7 +00___�Z5+pQ + +0� W z i, � � � � � � � � � ;/j _ � o J r AS — GAS GAS GAS — GAS GAS GAS GAS GAS GAS � I — GAS — GAS GA -- GAS —" �oGAS —GAS GASB — GAS GAS IGAS GAS S III � III y M - GAS GAS GAS — GAS GAS GAS — GAS GAS a GAS — GAS GAS —GAS GAS GAS — GAS GAS GAS GAS — GAS GAS GAS GAS GAS e�+5 GAS GAS GAS GAS GAS_— GAS GkG- J GAS T - � 2 _— n=---= =_-- =-- GAS —GAS —GAS —GAS —GAS —GAS GAS GAS —GAS —GAS =_------ ------ - _---- _----�-----�--- -- _--- _- —GAS GAS GAS GAS GAS � GAS GAS � GAS —GAS GAS GAS 110, -- -----J _---------�- GAS GAS —GAS GAS —GAS GAS GAS —GAS —GAS —GASGAS GA� GAS —GAS --- -------------------- GAS —GAS —GAS —GAS �= GAS —GAS'— GAS —GAS —GAS —GAS — �P,S GA� GAS � GAS —GAS —GAS ------- �----- �--------------- M G I• - --- '` - EXISTING 45' PI�ELINE EASEMENT / rn z I � EXIST. LINE 175 20' EXIST. LINE 1 16" C/L PROPOSED LINE 434 30" e` a - NATURAL GAS PIPELINE NATURAL GAS PIPELINE EXI �NG 50' PIPELINE EASEMENT NATURAL GAS PIPELINE I 08' N 308'-- I co — I- - c M (n I M Q�� M • y -----------------------------�---------------------------- �-- ---- M - \ � r M WETLAND —'�'�-'�'�— - BOUNDARY PROPOSED EXISTING STREAM RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD —oe OE— ----ur---- ur- ELECTRIC TELEPHONE '-•-" •-'-" � � -- � WETLAND (PFO) SOILS GAS EXISTING-PL—PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- my ---- uw- TV I I \ � (PEM) PERMANENT----vo----vo- CONTOURS - - EASEMENT - ACCESS ROAD----'�----T�- TOP BANK EASEMENT FIBRE OPTIC PERMANENT CONVERSION to IMPACT r I WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ DISTURBANCE WORKSPACE EDGE -ems__ -Bre BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING I WETLAND (POW) ACCESS ROAD POND �� WORKI PACE EMP - EASEMENT - DITCH STORM SEWER IMPACT 0 0 N 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 O 0 u 340' 340' w C/L DIRT ROAD o U 320' S MIN. COVER 320' CD (n J Q 3' 6" MIN. COVER Z O 300' 300' N 0� O C/L DIRT ROAD C/L DIRT ROAD J b 280' 5' MIN. COVER5' MIN. COVER 280 J U- 0 T-6" MIN. COVER U- 0 0 260' 260' 0 u 240' 240' Q PROPOSED T.O.P. LINE 434 30" co NATURAL GAS PIPELINE 220' 220' U > 200' 200' 0 MATERIAL g 2600' o + + (DIF CM1 CONST. METHOD NW MF M CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 18 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED — ACCOUNT NUMBER - r6111 WOUS PLAN STA. 352+00 TO STA. 378+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas V+00 DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G -C-434-00012 52 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1680 1700 1720 Q OWNERSHIP o Z V PATE, INC Z V PATE, INC of Z V PATE, INC o Q 3:CD (HEW FULTON, MGR) (HEW FULTON, MGR) + (HEW FULTON, MGR) o 3: O r- 00 0 O ACREAGE 0 o' o' EASEMENTS PROPOSED 15'& EXISTING 45'& 50" PIEDMONT NATURAL GAS REF. DWG. NO. 0 0 0 0 z �z z z _o z Of O� 0 � z _o 1-- Q J LL0LL~ 0<0 ry LL0LL 0<0 F- r J Q c~/) U wawa www a U c~/) 2 J wi�wa J wUw c- 2 O NNM((O NNM � CDO M I- MMMM r- r-00 1-1-1- 00 00 O 00 O M MMMM MMM M V RICH ND COUNTY, �a AcB JmA AcC NORTH OLINA a tea/ ,a ,a 2 86, �a -vN / ti R rn - C5'- / N / 1700 ��a 1720 r / w J Q- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t ,; _ { 0 �� Q z ON O + ACCESS ROAD AR -14 o PROPOSED 15' PERMANENT EASEMENT 90' TEMPORARY T ROD WORK SPACE �\ �� \ O O o W — moi + O+oQ 3 + 382+00 383+00 384+00 85+00 387+ 3 +00 389+00 - 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 401+00 402+00 403+OO _ 386+00 400+00 Z Q Z AS GA$�. SAS GAS GAS — �.---��__---__---- - - - - - — GAS GAS — GAS GAS GAS - _----__----__----__---- - - - — GAS GAS GAS GAS GAS — GAS - - - - - - GAS — GAS — GAS — GAS GAS — GAS GAS — GAS GAS GAS — GAS GAS GAS GAS G _---------__----__----__----__----= ----�-----�--- - - - - - - - - - - - GAS — G GAS GAS GAS GAS GAS GAS — GASB GAS GAS GAS — GAS GAS GAS GAS GAS — GAS— -1 - ----_ --- - - - - - - - �. S GAS GAS GAS GAS GAS GAS GAS — GAS GAS GAS GAS GAS GAS GA - - - ---_-_---_-_---_- GAS GAS— GAS — GAS GAS GAS GAS — GAS GAS GAS — GAS GAS GAS GAS GAS GAS GAS GAS — GAS GAS GAS GAS GAS GAS GAS -_-_---_--_----_-_---_-_----_---_-_---_-_------------�-----�-----_-_ GAS GAS GAS GAS GAS — GAS — GAS GAS GAS — GAS — GAS GAS — GAS GAS GAS GAS GAS GAS _ — GAS— —Gq5 --------------------- --------------------------------------- ----------------------------------------------------------------- 4 --- ---------------------------------------------------------------------------- Q Ca - - r_ o EXISTING45 PIPELINE EASEMENT Ss \ z Q N \ EXIST. LINE 175 20" EXIST. LINE 1 16" \ C/L ROPOSED LINE 434 30" � I a NATURAL GAS PIPELINE EXISTING 50' PIPELINE EASEMENT NATURAL GAS PIPELINE - c� NAT RAL GAS PIPELINE � � r CJ '10 \ V - � - - - N 00 6 I _ ------------------------ ----------------------- ---- -- --- -- -- --- - ---- ----- -------------- — 2j2, _ N _ 0 00 v "- �e, ° _ WEr_ WEr_ WETLAND — BOUNDARY STREAM PROPOSED _ _ EXISTING RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD TELEPHONE oe oe ELECTRIC - E PIPELINE INFRMA THIS DRAWING ISA 1680 \ 0 EXISTING _ F DATA OBTAINED FR OM VARIOUS SOURCES. ° `� \ WETLAND (PFO) N q SOILS cns — PL PL— PROPERTY LINE X FENCE PIPELINE PERMANENT -_ W WATER LINE--u,v----�- TV PERMANENT S�IOT GUARANTEE T CURACY OR COYPL _ - \ WETLAND (PEM) \ CONTOURS - - - ACCESS ROAD----TB----TB- TOP BANK EASEMENT ---- FO---- Fo- FIBRE OPTIC CONVERSION IMPACT FORMATION SH I THE R'S Y'0 _ � ° ` - \ q� WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD Be ----BB- — — — — — ---- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ss---- ss- ---- SAN SEWER TEMPORARY \ CLEARING �� WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH IMPACT STORM SEWER WORKSPACE EASEMENT 0 O N 378+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 O 0 u 340' 340' Iii Q 0o 320' 320' U) C/L DIRT ROAD J a p 300' 5' MIN. COVER 300' N 3'-6" MIN. COVER C/L DIRT ROAD 0� 5' MIN. COVER O LU 280' LU LL LL 0 CD 0 a00 260' 260' 3'-6" MIN. COVER 0 u 240' 240' ui J o < PROPOSED T.O.P. LINE 434 30" co 220' NATURAL GAS PIPELINE 220' U > 200' 200' 0 MATERIAL g 2600' o 1 IF CM1 CONST. METHOD CD M CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 19 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 378+00 TO STA. 404+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND COUNTY, NORTH CAROLINA P N G —C-434-00012 53 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 1720 2000 2000 Q OWNERSHIP o Z V PATE, INC GUINNS Z V PATE, INC p Z V PATE, INCp Q CD + (HEW FULTON, MGR) o+ MILL RD (HEW FULTON, MGR) + (HEW FULTON, MGR) o+ ILLC) O 00 d (SR -1155) CO v N o v O v v 0 ACREAGE LD EASEMENTS PROPOSED 15'& EXISTING & 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001035 z z w w LU w LoLU LU C0 zz w C0 Z<z W YY WIZ OOafO (n z 2 z CD z Q w << w z -i °J°z z < <¢ Q w w Q z z Z W J W CZ' CO CO Q' H LL LL F- W J W - O W J < J 0 U) H 0 0 - LU �LL IW I J J H H W Z O Z d Y00Y 0- LL LL LL d LL co Y Z W Y W (n M _ LL LL Z _ (� 0 LL LL LL = LL LL F - Z O H cn = ° °m00m° U � w w w .0 �w O0O <w mLU D 0Hmm O WSW zrJ CL < M O0O WSW LU OHO O W UW wow w 0- = U � cn < X 0 000000 2i V X0 >owOWCLo>>_ :D J(D (.7z a§ J(DJ(D=-, = 0 V 0-0 W 0��0—j0��0 mLL 0—wUwoU�0 o w a (D J(D 0�0 z(D 0 J0 0 O W0 0�0 0 w H < W W W�mm�W WW CL WUW Wc�W LL W(�W W C O N U') Op OU')(0p O Cl) O W W M 0 0 (0U') (0 COO L0 U') C) (D�t (OU)NONV) V) M Cl) (n L0(0 (000 M00NM�t L0 C0(0 W N W Mho N Lr)(0 �*(0h h O MM I - I - I- (14 O O + + t + + + + + + � (f) (0 (0 (0 (0 r- r- r- + t t O t t t + + + + + + + + + + + + t t + U') U') U') (0 (0 r- W CO CO CO CO CO CO CO CO O O O + + + N N N + t + + + + t (f) U) (f) (f) (f) M r- + O O O O 0 0 0 0 0 0N V V V V V V V V V V V V N V V V V V V V V V V V V V V V V V V N N N V V V N N N N N N N V V V V V V V Cl) V RICHMOND COU TY, - - ' ' I SCOTLAND COUNTY, WGB — a NORTH CAROLI A JmA NORTH CAROLINA JmA - JmA PoB 1 J I oila o 3 \ Na N 1 � ^� a0 OCA N so `N LO N ❑ N < / 1720 290 � 2000 1 2000 STREAM S01 0 � a o JOES CREEK N / N ` I` (n N _o WETLAND W01 150'x 35' ADDITIONAL ? v 150'x 35' ADDITIONAL TEMPORARY AeB WETLAND N3 li ` (D TEMPORARY WORK SPACE WORK SPACE i J Li I a J z ° O ` O _ ` = II \ _ -------'--- N DIRT — o of DIRT I ROAD �I — I \ ROAD STREA SN1 / UT TO MCNEIL OND O O N p I M = W Z 00 � 0 —_ 1 405+ J 406+0o� o (o 90' TEMPORARY / �'cpd,, I WI °F �� _� WORK SPACE I I I \ 421+00 o 0 00; 422+ 423+0 424+� 0 25+0� + d -� 427+00 428+00 429+00 y t d 43 LLI — Z z Q J _ 0'/%// ✓ / '� 11 GAS 0 PROPOSED 15ti PERMANENT EASEMENT I I _ �— 419+00 �� o 17+00_ 41 / �// % �,d Id I d GAS ,-� J G . + V ~ _ GAS GAS GASi//yi " ii O 9 O As ~ r ' 4� cas— _ _ GAs „ `�-- 413+00 �i-� + 0 415+Q 41��_ o _ -per °" G S -- GAS GAS —GAS 414 0 acs - - -�-- - X S G �� - - -GAS-- I GAS GAS —GAS - GAS GAS GAS GAS —GAS GAS — G/�S PS -;AS —GAS —GAS AS —GAS i� GAS GAS GAS — GAS — GAS GAS — GAS ` L — - GAS GAS GAS — GAS — r __ GAS AS GAS _iLe ..Aa ---� .,Aa - - GAS GAS GAS ✓ /�,� ��-�� i/ 1 12+iOO . � GAS -� S GAS GAS - GAS GAS GAS =- GAS GAS GAS GAS GAS G N a -- - -- GAS _ - - GA= _ _ - = GAS ACAS GAS i I GAS r - GAS GAS — I cAS GAS GAS —* GA$—�-_-_ - GAS _ =_y - GAS GAS GAS - - GAS GAS - - - - - - - - — - GAS GAS - - - - - GAS � - _ - S - GAS - _ _ - - - - - _- - _ - _------- - GAS GAS c ---- - GAS - AS GAS - - — c _ - - - 420+83 PI < 03°05'37" RT. C/L PROP ED LINE 434 30" — _ -_ GAS—_ — cns— GAS GAS � GAS _ _ _ _ -- NATURAL S PIPELINE - � _-_ _ _ _ _ -_ -_ = EXIST. LINE 175 20" EXISTING 45' PIPELINE EASEMENT 0� y — - � - - - ^� NATI2AL GAS PIPELINE o �OG( W01 WETLAND �0 /GO (� a 411+56 PI < 11°03'46" LT. o ti(O PoB OC EXI TING 50' PIPELINE EASEMENTEXIST. LINE 1 16" 286'NATURAL GAS PIPELINE \ N N BaA i i I i i 3 G — VaC 3 3 --- - -- 2B N ---__ - - ---- N c0 --- _ N 246' �` _ WETLAND —WEr—WEr BOUNDARY — STREAM PROPOSED _ _ EXISTING PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ___ —oe OE— ELECTRIC -� ___ -�- TELEPHONE WETLAND (PFO) \ SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- my ---- uTv- TV 238 X68' „ WETLAND (PEM) CONTOURS -- PERMANENT - ACCESS ROAD----'e----TB- TOP BANK ---- PERMANENT FO----Fo- FIBRE OPTIC CONVERSION .\ EASEMENT IMPACT WETLAND (PSS) LIMITS OF _ _ _ DISTURBANCE _ _ TEMPORARY ACCESS ROAD ___ WORKSPACE EDGE -ems__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING WETLAND (POW) POND - - DITCH WORKADDITSONAL PACE PACE EMP ACCESS - EASEMENTROAD IMPACT STORM SEWER 0 O N 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 O 0 u 340' 340' Lii o U 320' 320' CD (n J < C/L GUINNS MILL ROAD z 0 0 WETLAND W01 C/L DIRT ROAD 5' MIN. COVER 5' MIN. COVER WETLAND WN3 C/L DIRT ROAD J 280' L J 280' LU o _ _ _ _ STREAM SN1 T-6" MIN. COVER J U- 0 o UT TO MCNEIL POND 0 00 260' STREAM S01 260' JOES CREEK PROPOSED BORE @GUINNS MILL ROAD S MIN. COVER T-6" MIN. COVER 5' MIN. COVER (SEE REF. DWG. PNG C 434-0001025) II 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER 240' NATURAL GAS PIPELINE 240' J co J 220' 220' 200' 200' 0 MATERIAL o0 1380' 417+80 100' 418+80 1120' CD 1 2 1 +o CONST. METHOD CM1 CM4CM1 BORE CMI CM2 CM1 CM4 CM1 co CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 20 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 404+00 TO STA. 430+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD AtNatural COPYRIGHT2015PIEDMONT NATURAL GAS CORP. RICHMOND & SCOTLAND COUNTIES, NORTH CAROLINA PNG -C-434-0001254 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2000 2000 2000 2000 a OWNERSHIP o Z V PATE, INC Z V PATE, INC o Z V PATE, INC Z V PATE, INC o Q + (HEW FULTON, MGR) (HEW FULTON, MGR) N (HEW FULTON, MGR) � (HEW FULTON, MGR) ILL H C)O Cl) v LO v LO O ACREAGE c� of EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS PROPOSED 30'& EXISTING 70' PIEDMONT NATURAL GAS F PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z LU w U) < w CD Z H -j z H - Z Z (ifaf z Z Z O w J z O o T J J E w O d o O O co p J } J Q Q } J w } z Z O Q J o O v d o O o L0 m N w QQ LU O O � J LU x Q V 2 V V V V J J a a w a a a d a Ui3 a O N O (O CO LO O 00 V O N 1- M co co 00 M 00 co 1.01-- O O t t O M co t + t N co V M co co + co co t V + V t t t N N N LO Ln LO t + LO co LO u7 V V V V V V V V V V V V V PoB ' a — SCOTLA D COUNTY, a RuA _ AeB NORTH CAROLINA � a N i \ J AuB O \ C c� - - \ a J - Wc6 2000 AuB - \ \ 2000 a 2000 a I 20 0 _ 2 \ a CD \ a iv of C\1 Q \ < o U of\ 00 `� N DIRT ROAD o 438+72 PI < 15°00'00" RT. 8/ M 2 ACCESS ROAD \ \ a AR -15 J a 0 0v O o PROPOSED15' PERMANENT ` EASEMENT Z 00 ��----- �� 45' \` PROPOSED 30' / 0' TEMPORARY \�� PERMANENEXIST. EASEMENT \ _ _ �� _� WORK SPACE \ \ '�� 32�, Q __ EASEMENT / �� \\\� a -- �-�� 0 \ \ \ _ , .- \ \\ \ a J 45 W 454+00 455+00 Z \ 453+00 � ' z Q J 431+00 PIPELINE EASEMENT p K SPACE 29 3 p �� 43g+ \ \ \ ¢ - - - - + \ / 450+00 451+00 452 00 J ` X432+0p , � 8 —� + 438+00 437+00 — - - -'9 436+00 p0 �- I 440+00,., _ , _ f +00 446+00 447+00 448+00- 449+00 a Gqs\ GAS `� +00 435+00� i� - - �,, ' 441+ + 00 442 0 �/ 443+00 444+0 _ - - F Q S I GAS cas \ \� x¢434+00 GAS- �— G^s—_4— GAS GAs—cas` Gam\--_ _ \ _ - a ---- C/L PROPOSED LINE 434 30" --- J Q a \\GAS GAS— GAS G S cas— GAS GAS \ \ _ - - Q ,- -- -- -- - NATURAL G P U AS PIPELINE GAS - -- 434+09 PI < 5°00'00" LT. c _ �---------�- -- / -- a/ -. z Q \ >a \ \ \ GAs ___-_ ---- -- __---�;� - --- -0 ---\ 441+33 PI 12°39'58" - Gys\ of LT: - �a -- EXIST. 100 - - - - --------------�--- aGAs -\ \ `� ---- ---- --- ---- __ -- _ ...., \GAS\\"� - __----- - __� -- --. \ 2 — A B OE—OE OE--- OE OE OE POWERLINE EASEM -- _ \�o' -_ -__ - --- - -- -----J'a--` -------------- - _____----------_—__—_ -- ---_—__—__—__—__—__—__—____ -- -- 431+62 PI < 5000'00" LT. - -----' --- g�s� 2\ "- 3`� GAsBsr� EXIST LINE -1 16" -___ ; , NATURAL GAS PIPELINE —0 of °E --� c - qs `��--� - -__ -----------------_ -- ------------ ------------- - — _—__— _------------- cas— — GAS cas— cas— cA __ ------------ --- GAS GAS _GAs— s— GAS �- GA GAS —cns — GAS, - cas EXISTING 50' ------------------- >\ cqs\ -PIPELINE EASEMENT-___------- - ----_ c �__ ------ 1..... \�3' GAS_ GAS GASB _ --� \`\ \ cAS\C �- cns GAS — GAS GAS — G cas_ GA — G\ GAS— GAS — GAS GAS ISTING 70' a S - _----------- ----- GAS -- PIP - 1 ------------- --- E EASEMENT -- ----- - \� J a _-___ - ` ` -- \ \ WETLAND WN ---------------------- -- - - - - \a! J 432+86 PI < 11°48'18" LT. ___ ----- -- s\ \ , cqs _ — - - \GAs\ - -,, \ \ ", \ °------------- --\ --- / --- WETL - r/ EXIST. LINE 175 - - NATURAL GAS PIPELINE--�—�d a ------- --- _PoB tl cs \ )yam GAS � RaA -'--- -----------------------------�ja a/-- A CZZ o• - - -- - - V GAs\ i � - � � IV � - ____ - - -- _ GAs\\ _WEr _WEr_ WETLAND _ BOUNDARY - PROPOSED EXISTING v+ — STREAM PIPELINE EASEMENT RIGHT-OF-WAY of of OVERHEAD----ur----ur- ELECTRIC TELEPHONE THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION \ BaA a _ \ >d \ cqs cq\s EXISTING OF DATA OBTAINED FROM DRAWINGS _ / V J - A V �d 0 — qs\ WETLAND PFO ( ) SOILS cas _ PL— PL - PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- uw ---- uTv-TV PERMANENT FROM VARIOUS SOURCES. AECOM DOES NOT GUARANTEE THE _ AeB � - -- - \ >, ; , \ cAs GAS \ ' GAS (PEM) _ _ WETLAND PEM _ _ _ _ PERMANENT _ _---TB----TB - CONTOURS ACCESS ROAD - TOP BANK EASEMENT ---- FO Fo - FIBRE OPTIC � CONVERSION ACCURACY OR COMPLETENESS OF - \ >y ; \ GAS\ \ g� IMPACT THE INFORMATION SHOWN. IT IS THE - -- - - - \ , cqs WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD __B�___B� -- - - - - - BOTTOM BANK ____ ss----ss-SAN SEWER TEMPORARY ONTRACTOR'S RESPONSIBILITY TO \ _ - >d \ Gqs � DISTURBANCE WORKSPACE EDGE II CLEARING A ON IRM THE LL IES AND - - - - _ \ \ \cqs\ c WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER RIO 0 (D N 430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 O 0 n 380' 380' ui o U 360' 360' o U) J F z340' 340' N NATURAL O GROUND C/L DIRT ROAD C/L DIRT ROAD x LU 320' LU LL 0 0Of U- 0 300' 3'6" MIN. COVER 300' a 0 u 280' 280' PROPOSED T.O.P. LINE 434 30" 0 NATURAL GAS PIPELINE J 260' 260' c<j 3'6" MIN. COVER > 240' 240' 0 MATERIAL o 2600' o CONST. METHOD + 0 + 0 1 CM1 CLASS / MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 21 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 430+00 TO STA. 456+00 DATE INITIALS PROJECT NUMBER 2340067 NIA NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001255 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/,4RCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 2000 2000 2005 2010 2020 2020 Q OWNERSHIP O C Z V PATE, INC (HEW FULTON, MGR) (0 � Z V PATE, INC (HEW FULTON, MGR) Q0 CSX RAILROAD 00 PEGGY ANN HILDRETH � DAVID RAY BURNS & CYNTHIA DIANA BURNS + 5-D LAND COMPANY OD US HWY 74 Cl) M 5-D LAND COMPANY o O Q O L0 v (0 w v v v v 00 O ACREAGE 9 o' o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001012 PNG-C-434-0001026 w w w w w w w w U U U U CD Z w Z Z O Y Y Y Y U) U) Z Z Z wZ w w Q ¢ ¢ ¢ H Z Z Zm Z Z Z Z OOO0 U U U 0 G7 w^ H 0 0 0 0 H H Z 0 Z Q LU Z J > C0 a > >� F- ¢ ¢ 00 F- F- O OY O Z � ¢ ¢ ¢ ¢ Ja a 0 a of O¢Y of FD (n - a �- �'- > a in w Z Z Q J F- L ¢ Z y0y00 ~ �' ~ ~ Z 0 Q0QJJQ0Q w0 LU m ww w w LU LU LL Y¢ Ya0 = LL LL LL LL 0 0 ¢w�¢00 00¢x¢0 Op¢ �¢¢¢¢X = Q C/) U a z w w °°�°°��°°�°° a� C) c� c7 av � wlY m._om�w WQ mME w wWm 0000Z ¢ Oz U c~n ¢ 2 � a 0 m = O 000000 Of Of IY IYw E2 M �M�-00 M� am LL CL m M n 11 0000 0=)O 00 000�=��w 0 ��U�c�w wC��U�w wc9P�Oc�c�c�wM 2 w ¢ 2 O O t (0 V + O O N + + r- co It �t L) r--00MMOMItO (0 n OO O 2 'N'- 'CIO) Ln Co co O M I- I- t + + + + + + + + + + + + t + + t + + (0 U)I'-(0�L) (0 00 O M 00 O U)O O 1- 00 00 N N N M I- I- M 7 N (0 (0 I-- O) O 7 N M Ln 00 + + + + + + + + + + + + + + + + + t + t + t Il- V + O O + O Ln V W L() V O c0 CO V V Ln (0 0�� 0000 00 OO NN (o CO (o (o (o (o (o (o (o (o (o (o (o I.- I,- � V V V V V V V V V V V V V V V V V V V coMMLLO LLO Lf) Ln Ln Ln(0(0(0(0 (0 (0 I� I� I� I� I� I� � � I` � � � � � I,- � V V V V V V V V V V V V V V V V V V V V V V M V N W V SCOTLAND ACOUNTY, NORTHe�CiROLINA a �a N I )d e R 1.58 AC. r '� )a ,per ��•- } I �� na e� ATWS 316' X"I\ )a \) a\ \ °" ► I 1 ACCESS ROAD 0- 2000 250'x 70' ADDITIONAL a Ab � TEMPORARY CIO )a �� e \ / WORK SPACE )d Qql AR-16 �3�G(S)y e GLS �� 1 e- 217'x 70' ADDITIONAL TEMPORARY WORK SPACE 0 R Ab Qom/ Wk6 , \ / N O ` --------------- < O 60' TEMPORARY a WORK SPACE / PROPOSED 70'\e PERMANENT EASEMENT \ \ \ )� .IL,. �\ \ �` \ \ \ �a\\ \ \ \ as \\ ea\ \ \ '�\ A°\} 2005 )dam \ \ m'' \ I P� \ Q + z v v vv 'N �� o va v` v�v •� y e `�. LL, Z 00 457+00 458+00 459+00 460+Od 461+00 4 2+00 463+00 464+0 465+00 46 00 4 \4 Q0 469+00 470+00 471 00 472+00 +00 74+0 \4�\ + 6 (�Q\ +00 478+00 479+00 480+00 1+00 48 W z J_ �Z \ C3 ❑ -----}--fir--=-- -- -- ---- -- ---- - - v� �`• ��` ;• � � --- - 2010 A V� HDD EXIT POINT — J Z _ ■ V D „ C/L PROPOSED LINE 434 30 � ) 2020 1 EXIST. 100' __ �''y r.— OE O. 3�° 3° 01—OE—� OE OF r OE— 30 30 30-30-30— 0 3030NATURAL W k B L NATURALGAS PIPELINE HDD ENTRY POINT POWERLINE �-va EASEMENT a� o"Ct�v of of or�� of DoE OE— Q ,D EXIST. 70' PIPELINE EASEMENT_------- -' .\a >d %�� - — — (�''i� - — — --- - - 0.' 2�-. _ ../ -" — - - GAS AS GAS GA GAS GAS �- -_ _ _ ---- --- --- �� GAS �7— GAS GAS ---____GAS \ -0� / GAS - GAS;, - ---- --- --- ,off '1i �_ _ �---- --�-- _ - cAs � GAS - GAS GAS -__ GAEr GAS i GAS W GAS GAS N O ! . - _ � a - _ 'GAAS - EXIST. LINE 175 20' � � � _ — GAS GAS \ \� _ `GA'S�- NATURAL G G - �� I GAS __----------� cAs ck5 --- --- cAs� ---- __----------�� \\ \\ \\ Ud � ` O -- Id -� Id �i - �� A _ GAS ---� GAS _ _ - - GAS-------- '-'�---- GASB GAS— GAS G� GASB GA _ -- - "_— GASB GASB GASB i Q�' ��` \\ `�\ � \\ �"_�� `\ GAS \ \ \ \ \ 336' AS GAS m\ U' \ --\ =-� p __----- __-----" 0 �e _-_ � � �\ WETLAND /—wEr—wEr—TELEPHONE e� 0/ \ �' BOUNDARY STREAM PROPOSED PIPELINE EXISTING RIGHT-OF-WAY EASEMENT OVERHEAD ELECTRIC 0- WETLAND \ �'�\ WETLAND (PFO) EXISTING SOILS GP's PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE----Im----�- TV = pL m T - `ea WETLAND (PEM) PERMANENT _ CONTOURS -- EASEMENT ACCESS ROAD ---- ,�____�_ TOP BANK PERMANENT ____Eo----Eo- FIBREOPTIC CONVERSION IMPACT f P� P o < Ud e WETLAND (PSS) / LIMITS OF TEMPORARY — — — — — DISTURBANCE WORKSPACE ACCESS ROAD ----88----BB- BOTTOM BANK EDGE ---- ss---- ss- SAN SEWER TEMPORARY CLEARING P� AeC \ Q\ * WETLAND (POW) ADDITIONAL TEMP POND WORKSPACE ACCESS ROAD DITCH EASEMENT STORM SEWER IMPACT LF0 O N 456+00 457+00 458+00 459+00 460+00 461+00 462+00 463+00 464+00 465+00 466+00 467+00 468+00 469+00 470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00 480+00 481+00 482+00 O 400' u 400' ui o U 380' 380' CD (n J Q H z O 360' 360' N C/L US HWY 74 o 340' C/L CSX RAILROA 340' J o 3' 6" MIN. COVER J U b 00 NATURAL GROUND 0 320' 3'6" MIN. COVER 00, 320' 0 42' COVER. II 47' COVER. 300' 300' Q PROPOSED T.O.P. LINE 434 30" CD co NATURAL GAS PIPELINE J 280' 280' U w > 260' PROPOSED HDD @ CSX RAILROAD 260' (SEE REF. DWG. PNG-C-434-0001026, PNG-C-434-0001055 & PNG-C-434-0001012) 0 MATERIAL o0 824 464+24 1264' 476+89 511' CD CONST. METHOD 1 CM1 2 HDD CM2 1 CM1 N 00 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 22 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 456+00 TO STA. 482+00 DATE INITIALS PROJECT NUMBER 2340067 07/07/2017 N/A MGR TECH Natural G DRAWING NUMBER REVISION D RAW I N G BY N F REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001256 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMPN/A CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2020 2025 2030 OWNERSHIP o 5-D LAND COMPANY o ROBERT WILLIAMS & WIFE BETTY LOU N. rn LORETTA NORTON, ET AL O C) 0)M o LL N N M O LL ACREAGE o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURA�AS REF. DWG. NO. ❑ ❑ z z 0 w Q w Q J J c� Z O w z J } w w QJ w w w 3 >- 3: z Z O H ❑ a0 z J z LL wH LL J J O �� O Q _ w �w = JJ U d U U w Ua w 2 O O 0) N N 00 O co O N 00 Cl) 00 N 00 O O + Cl) Cl) M Cil O O O O O O V V V V Lo Ln Lo Ln Lo Lo \ I \Ae6 \\ SCOTLAND COUNTY, Al I UIC �� -- - — ' • \ \ )d O NORTH CAROLINA g DbA wa6 O O \ \ O l\ l \ 2020 �d WaB 2025 WETLAND WM2 Al \ 2030 \ \ \ \ A� o \ \ '0l o )d \ • o \ \ ACCESS ROAD \ AR -17B u - - - - - - - - o U o 717 J Q (b < �/Y l \� ^� D WORK SPACE dam— _..t- j - to N � p / I, /491+0 � / �\4 W W 0 483+ 0 484+00 i 485+00- _ _ _ 486+00 487+0 488+00 �#8 ((i 490+00 Q ,, 492+00 93+00 4 9I1+00 5+00 496+00- 497+00 498+00 499+00 500+00 501+00 502+00 503+00 5 v L 505+00 50 Z Z ,a I - Z a J O xx I PROPOSED 7 Q � _-EXIST 100' - - - , - DUKE EASEMENT ��'�'- w PERMANE T EASEM NT � � v2' � w � _ C/L TCH C/L DITCH Z � i I C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE �a WETLAND WM2V / a NIro 6? �a 4. �a M M M NoA 338' - - �/Q 340' i /WEr _WEr_ WE _ — - STREAM PROPOSED EXISTING w« RIGHT-OF-WAY oe of OVERHEAD _--- Ur ---- �_ TELEPHONE THE PIPELINE INFORMATION SHOWN WcB 411 4 BOUNDARY PIPELINE EASEMENT ELECTRIC ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS 3RZ 34 - / WETLAND (PFO) EXISTING SOILS GAS PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- mv ---- uw- TV FROM VARIOUS SOURCES. AECOM Q / Nog PERMANENT PERMANENT DOES NOT GUARANTEE THE WETLAND (PEM) CONTOURS - ACCESS ROAD ----------- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND/OR CONFIRM THEUd O Q WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----ee----ee- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY CLEARING LOCATIONS OF ALL UTILITIES AND / WETLAND (POW) ADDITIONAL TEMP ACCESS ROAD POND - - - DITCH IMPACT STORM SEWER PIPELINES PRIOR TO EXCAVATION. e WORKSPACE EASEMENT 0 O N 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 O 0 u 400' 400' o U 380' 380' O (n J Q z360' O WETLAND WM2 360' N Of C/L DIRT O = ROAD NATURAL GROUND C/L LU b 340' MIN. COVER DRIVEWAY 340' w J LL- 0 CD I\F5' LL CIL 00 320' 3'6" MIN. 320' a COVER ii 3' 6"MIN. COVER PROPOSED T.O.P. LINE 434 30" - 300' NATURAL GAS PIPELINE 300' J O Q 5' MIN. Q 280' COVER 280' U H > 260' 260' 0 MATERIAL CD 2400' o o CONST. METHOD I1 CM1 CM4 CM1 0 LO CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 23 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER r6111 WOUS PLAN STA. 482+00 TO STA. 506+00 DATE LS PROJECT NUMBER 2340067 NIA N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001257 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 2030 2035 2040 2045 2050 a OWNERSHIP O LORETTA NORTON, ET AL THOMAS MICHAEL SESSOMS ,n Z V PATE, INC rn PEELES ,n JOE QUICK & WIFE BEVERLY QUICK N JAMES W. LASTER O Q CD+ + `+° (HEW FULTON, MGR) + CHAPEL o o ILL O (fl oS � Rp SR -1314 N (f) cli LO N co LL O H CD ACREAGE 0 EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001027 w•- w LU 0 w Q O 0� U � U z 0 z 0 z 0 z 0 z z z 0J 0 Z Y O 0 CD Q z Q Q Z Q Q Q z LULUz W Z ZO W U) W JW W J W W W 0JUJO W Q J W Z O JCn � LL ALL LL 10�LL LL LL 2ZLL�J IY LLz2 � af WW J < cn = U Q z ¢ O w WO aw O w W O d w O w O OQOOWwOQO W w HmWaWawmH 00 a = U cn Q 0 (D 0 O (D �0 (D 0 O 0 w 0 (D 0 (D a cD d O 0 a H 0 O 0000=��000� J w� � Q LU w w aw w a w w W EDF-- Uaw�m� U mm a O O O t` O t` O O t` V N O M u7 u7 (0 O Cl) N X 0 1- 00 V (0 I`- N`- O u7 V 000 N N M It (f) (0 (0 00 00 O O t` (f) (0 O O + t t 00 t O t t (2 t O t t W t O t t t t t t t t t t t t t t + N N M M t N O 0 W) 0 O LO O LO O U') — LO LO LO Ln Ln LO NNNNNNN NNNN N NN N N U') LO W)lnV)ln Ln LO LO W) LO LO U') LO LO co Ln SCOfLA COON NORT CAROLINA - A` WaB �d " 308' \ ! A� • �4 318' PuA 200'X 70' ADDITIONAL WETLAND WM3 \ Q \ WETLAND WM4 TEMPORARY WORK SPACE WETLAN WM3 \ d WETLAND WM3 �\ A� AND WM5 eo � • CD \� � F u W Q ° `\a 3 0o --- ------------ ------------------------- --------------- - --- --- ^a - -- --------------------------------- - - J O \ / O < O 60' TEMPORARY a ^a- \ \\ O z0 WORK SPACE / ` ` \ N N O Y/ -•%'-/%//� > —— — — — — - — — 4 \`\ of \� `��p, A — Lf) ZFOO 507+00 508+00 5 9+00 + 1 0 2+ 0 + 1 0 5 + 9 516+00 17 0 + 0 1 + 0 --- � � \� +00 +00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 53 LU zQ 6> a J _ Q WETLAND WM3 _ o- \ ^a /^a PROPOSED 70' PERMANENT EASEMENT . \ o� �` A\ ` \ EXIST. 100' �I Id ld ��d Id Id Id ld ld —off POWERLINE EASEMENT J _ F Q \ ^a A� \ - y a DbA WETLAN WM3 \ J �- -- -- -- -- -- -- -- — — - f P \ WETLAND WM5 o° C/L PROPOSED LINE 434 30" A A� 2045 Wk6 �A NATURAL GAS PIPELINE 0, 1, (: ems/ i � PuA RaA G �� e`• � A A e� \ aWL. wEr_ WETLAND PROPOSED _ EXISTING - BOUNDARY — - — STREAM PIPELINE EASEMENT " RIGHT-OF-WAY OVERHEAD oe oe ELECTRIC----ur----ur- TELEPHONE T ')N THIS DRAWING IS A COMPII AT \ e� WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE x FENCE PIPELINE w WATER LINE -- --uTv----urv-TV >d \, -310,-- � e _ •s WETLAND (PEM) - - - - - CONTOURS - ACCESS ROAD -TB -TB- TOP BANK ---- PERMANENT `o---- -- FIBRE OPTIC � \ \ Q EASEMENTT IMPACTCONVERSION VVN I RHV I UM Mr-OrUIVJIDILI I r I v \> LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) - - - - -----BB----BB— BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- 5S- SAN SEWER TEMPORARY L o e\, ., CLEARING \ \ WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH WORKSPACE EASEMENT STORM SEWER IMPACT 0 (D N 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 O O n 360' 360' o U 340' WETLAND WM3 340' o (n J z C/L PEELES CHAPELS ROAD NATURAL GROUND 5' MIN. COVER O 320' 320' N5' Of I MIN. COVER 5' MIN. COVER 5' MIN. COVER O x -j o 300' 3'-6" MIN. COVER J _ _ -j L J 300' J L- 0 _ 3'-6" MIN. COVER U- PROPOSED T.O.P. LINE 434 30" Of 280' NATURAL GAS PIPELINE PROPOSED BORE @ PEELES CHAPELS ROAD 280, a (SEE REF. DWG. PNG-C-434-0001027) 0 I I 260' 260' 1 J Q O U a 240' 240' H LUU > 220' 220' 0 MATERIAL o0 1518' 521+18 100' 522+1s 982' S CONST. METHOD � CD CM1 1 CM4 2 1 BORE CM1 + (n CLASS I MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 24 of 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 506+00 TO STA. 532+00 DATE INITIALS PROJECT NUMBER 2340067 NIA NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001258 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/,4RCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2050 2055 2130 2120 Q OWNERSHIP O JAMES W. LASTER Ljj DAVID MCDOUGALD & N LAWRENCE A WILLIAMS MARY RALEY O Q + WIFE SUSAN L. MCDOUGALD + °' + N Cl) LO co Ln co N L0 00 LO 0 ACREAGE CD Of o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. iz, iz, z z o 0 z_ �zz o o z_ z_ Z O w Z w wJJ LL HH z OO� F � w Z O O _ LL O � QZ LL Q Q C7 E LU 0- O OwWOw 00 2 w J U waaa 0 �J0 0U0 0C O O N O r- U-) N (O M NLn O (O I'_ O N I'_ MM N 00M O O t N t M t t++ t M Ln Ln Ln LnN t++ ++ N N N t 00 co Ln co Ln co M co M M Lf) Ln Ln Ln Ln U.) L() L() L() L() LO LO LO LO LO L() LO /,a SCOTLAND COUNTY, WkB NORTH CAROLINA _bk_4 ,a - _0 -- x,06 / a ^a ^a 8- a / 2g8 Q 2$$, RaA 304' ^a� � _ __ 2130 WETLAND WM5^00a /v 30 N 2g0 --- --------------- ------------------------------------------------------7------------------- -------------------- ---------------- oU Q OBIC O 300' i 60' TEMPORARY / O O z +/^a _ WORK SPACE MCID Lf) �� N o - Z 00 3313 0 OO ^a 5 6+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 i 545+00 546+00 547+00 ` 548+00 549+00 550+00 551+00 552+00 3 00 554+00 555+00 556+00 557+00 55 W zQ PROPOSE 70" ' V~ ENT EASEMENT ST100'XIWPERMA E POE EASE D C/L PROPOSED ¢� NATURAL GAS PIPELINE / i Q -- -- --moo---- --�-- -- -- -- -- — -- -- -- -- __- _— — -- -- — -- -- -- -- -- -- T -- IQ9- • / WETLA WM,,o� \ - - - ACCESS ROAD / Q /e� AR-19B ^a 2 - -296 ^a _ WETLAND BOUNDARY — — — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ___ ___ —oE oE— ELECTRIC - n - n- TELEPHONE ^a EXISTING e� 29X WETLAND (PFO) SOILS GP's PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- m----�- TV WkB PERMANENT � WETLAND (PEM) PERMANENT ---- CONTOURS -- EASEMENT - ACCESS ROAD----'8----TB- TOP BANK vo----vo- FIBRE OPTIC CONVERSION ^a IMPACT BILITY ^a `� WETLAND (PSS) LIMITS OF — — — — — TEMPORARY ACCESS ROAD _---BB----BB- ---- DISTURBANCE WORKSPACE EDGE BOTTOM BANK ss---- ss-SAN SEWER TEMPORARY THE� \ CLEARING L UTILRITIES AND � e / � WETLAND (POW) `, ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH POND IMPACT STORM SEWER IOR TO E XCAVATION. . • __ — \ WORKSPACE EASEMENT 0 O N 532+00 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 545+00 546+00 547+00 548+00 549+00 550+00 551+00 552+00 553+00 554+00 555+00 556+00 557+00 558+00 O u 360' 360' Iii o U 340' 340' O U) Q WET ND WM F- z O 320' 320' N_ O 3' 6" MIN. COVER NATURAL GROUND 3'-6" MIN. COVER LU 300' LU LL LL CD 00 280' 280' O I I 260' PROPOSED T.O.P. LINE 434 30" 260' w NATURAL GAS PIPELINE J Q O co � U 240' 240' Q U > 220' 220' 0 MATERIAL o 2600' g + + CM4 1 CM1 CONST. METHOD N co L"CM1 00 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 25 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - PLAN STA. 532+00 TO STA. 558+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECHWOUS Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001259 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2120 2200 OWNERSHIPMARY RALEY RICHMOND MILL POND PROP LLC-DAVID BUHLER o O v O O CD MLO CIO LO � ILL O 0 ACREAGE 0 E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z zLU o Q 0 LLJ Z_ N U) � �� U) < < O (n V _j of � Z < J < �> LC> LU>LI L>U >W> LU O > > < > > >CD � O < O > ry J Q H (n 2 Z } } Ln HOQOO V — <dofdd Z u7 H W W LU < Q_(-) = 0 I— (n LU J V 0 _j � 0 Z w m r) a Z) Woc�oo � w II O O 00 co h 117 (0 N f� O 10 O 0�t (0 O M CO Lf) M Lf) O N O (n O O + CO + N + + + + + + + + N N N co co co co � + + + + + + � Lf) L(7 (fl 1b CD + L() M (0 X17 (0 (0 (0 (0 (0 (0 (0 (0 117 M M M M (17 V) (17 L() (0 (0 (0 (0 (0 M 117 V) L0 117 117 CO M J a i SCOTLAND COUNTX i i - NORTH CARbLIN J / / C\1 IL I - b a i 00/ - 2120 160'x 35; ADDITIONAL\ 2200 p°- V i TEMPORARY WORK SPACE 100 100' ADDJTIONAL o o \ PAD N 60' TEMPORARY ti• WORK CE / 00 'L6 WORK SPACE - , - i a / / / / / 26 _------------- Ll a i /1 / / / / EXIST 100' -------------------- / I < PO RLI�E EASEMENT --___------------ 9 O M �� \moi/ — _` ■ / O CO�� Ln__-//- W �� \ I \ \� I 562+ 0 /S6d ___�__�__—N \�OE�oEa o / i+ � Oz � 561+00 5�0 +00 ___ —j� - ------ % of °E / �' In Z 559+00 00 / E�� oE— _ OE_ — OE OE ° OE—OEC OE / / � � \ / — -� �— 58WJ z Q `/ _� OE OE OE OE OE �D�� E / / e OF OJT _ �_ 583+00 ` r• Q J \ — DE�� — OEC / OE / OE OE OE--F �� +0 581 +00 582 J d _ OE _ —_ of =° ��oE OE. OE \ E a of OE__ _ OE of _ O E DEC OE - a T ( '� - — 579+00' 580 +00 578+00 V OE OE �j I OE OEC OE OEC E� _ _ _ — —� \ 2i _-�� ' 576+00 577+0/of a 1 / °E — 'C - / ! 9� 5 �5+00- -°E of — - — i -� 57 +00 00 N � _ — — - - I 6 Sx 572+00 * 573, Q / - _ _ — V ,. --- / - -- 0 \ �� 571+00 570+00 - AuB I I DIT ROAD\ 569+00 +00 \ I < '22" 58 \ 567+00 '- ` PROPOSED 70' PERMANENT / 66+00 • t EASEMENT _ WcB O C/L PROPOSED NE 434 30" NATURAL GA PIRELINE _ • 565+91 PI <45°06'46" LTA / i _ _ 274, / / 258'x 35' ADDITIONAL / TEMPORARY WORKS ACE I / a \ I _ WETLAND —W` � -BOUNDARY — - PROPOSED _ EXISTING — STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD DE--___ ___ DE— ELECTRIC -uT -JT- TELEPHONE THE PIPELINE INFORMATION SHOWN ON THIS DRA7VING IS A COMPILATION I EXISTING OF DATA OBTAINED FROM DRAWINGS / \ - WETLAND (PFO) SOILS GAS _ PL PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- uN---- uTv- TV FROM VARIOUS SOURCES. AECOM i \ PERMANENT DOES NOT GUARANTEE THE - I WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----78----TB- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF a IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO I \ V WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD - - - - -----BB----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE / \ a ADDITIONAL TEMP ACCESS ROAD CLEARING IMPACT LOCATIONS OF ALL UTILITIES AND / / - �• - WETLAND (POW) POND - - - DITCH WORKSPACE EASEMENT STORM SEWER PIPELINES PRIM TO EXCAVATION. / / _ _ '� 0 0 N 558+00 559+00 560+00 561+00 562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00 573+00 574+00 575+00 576+00 577+00 578+00 579+00 580+00 581+00 582+00 583+00 584+00 O u 340' 340' o U 320' 320' O U) J < z z T-6" MIN. CO VER O 300' 300' N NATURAL GROUND Q C/L DIRT ROAD 5' MIN. COVER = 3'-6" MIN. COVER Lu 280' LU LL L_ CD o a 260' 260' o PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE 240' 240' _j J O < coU 220' 220' U > 200' 200' 0 MATERIAL g 2600' o CM1 CM2 1 CM1 CONST. METHOD 00 00 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 26 of 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - r6lli WOUS PLAN STA. 558+00 TO STA. 584+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001260 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2200 2200 2200 Q OWNERSHIPo RICHMOND MILL POND PROP LLC-DAVID BUHLER o RICHMOND MILL POND N MARSTON RICHMOND MILL POND PROP LLC-DAVID BUHLER o Q CD + + PROP LLC-DAVID BUHLER + RD + + C? co (D 0 (SR-1001) 0 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. N0. PNG-C-434-0001028 w w ILL w U U O ZC,Z LL OU UU Y Z O w 0�0 Qw Z U' Z LU p0 Z M <Z< MZ LL LL ��() LU Z O M V M c0 �� ~ce) WQ J 2LL < ZOYLLU)LLz W W w0 <O O< J Q M� MU) z o Cl) M < 0- woaC92C9aoa§ Q � I- M < C5 00 v a v a D w �000�000=� a �m�-wUw�-mo < 2 O O 00 OD O (0 O N 00 M O NNONNN07W�� L0 1-0000M0 NMM O O + + (0 + h + 0) + O + + + + + + + + + + + N It It It It In In Ln Ln Ln Ln + O 00 Lo 00 L0 00 L0 00 L0 00 Lo O 0000000000 (0 0000000000 O SCOTLAND COUNTY, 1- NORTH CAROLINA J I A a i - n — — 0- - -268` - — — -' __ -- 264 < a 2200 O � -------------------� ` z No Q J II / 268' A — Lj \ — 01 26 L \ \ _ e O < z ♦ 60' TEMPORARY ^`—�' —' —�— O O 1 �. / WORK SPACE �,- — --�—��— e�low* o�� / e 0 to 268 L_ 0_0 5851+00 5-86 00 +700 o 01 606+00 607+00 608+00 609-+0_0 1 Z QJ S 604+00 5O a -+ _ - - pp \ 60 � 603+0088x602+00 I_� --6_ h 598+0 599+00 600+00 ---_—_ __ — -- QFc.Z AuB O, s69 593+00 594+00 596+00 597+00 59+ 00 , � HQ 590+00 591+00Xpp 592 0 = '0" / _�-- - --�- Q Q 300'x 35' ADDITIONAL 26cg, Qom/ P TEMPORARY PROPOSED 70' / WORK SPACE PERMANENT EASEMENT Q 2200 689+29 pl < 391'56'38" LT. / C/L P OPOSED LINE 434 30" e� 587+69 PI < 30°34'35" RT. NATU AL GAS PIPELINE _ - � 11:1 • — 274' _ � e�- ipw It�e 0JA WETLAND _WET _WET _ — — w`. STREAM PROPOSED EXISTING RIGHT-OF-WAY OVERHEAD — OE OE ----UT ---- �T— TELEPHONE e� BOUNDARY PIPELINE EASEMENT ELECTRIC ' �A� L ti / /ems WETLAND (PFO) SOILS GP's P IISTINE ING — PL PL— PROPERTY LINE X FENCE W WATER LINE ---- my ---- uw- TV 0- � PERMANENT / WETLAND (PEM) CONTOURS PERMANENT - ACCESS ROAD----TB----TB- TOP BANK ---- Fo----Fo- FIBRE OPTIC CONVERSION e� EASEMENT IMPACT _ - WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD DISTURBANCE WORKSPACE EDGE BOTTOM BANK ---- ss----ss-SAN SEWER TEMPORARY /e� CLEARING - 264 e WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND DITCH STORM SEWER IMPACT i / WORKSPACE EASEMENT 0 0 N 584+00 585+00 586+00 587+00 588+00 589+00 590+00 591+00 592+00 593+00 594+00 595+00 596+00 597+00 598+00 599+00 600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00 O li 320' 320' b c<.� 300' 300' o U) J < H z O 280' 280' N_ IY O NATURAL GROUND LU 260' 260' Lu J o 3'6" MIN. COVER J LL. Ob 00 5' MIN. COVER T-6" MIN. COVER LL. 240'- �LF 240' L_ L __-1 - 220' 220' J PROPOSED T. .P. LINE 434 30" PROPOSED BORE @ MARSTON ROAD a NATURAL GA PIPELINE (SEE REF. DWG. PNG-C-434-0001028) U) 200' 200' 180' 180' 0 MATERIAL o0 2051' 604+51 100' 605+51 449 0 1 2 1 +o CONST. METHOD LO CM1 BORE CM1 .0 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 27 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 584+00 TO STA. 610+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001261 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 2200 OWNERSHIP o RICHMOND MILL POND PROP LLC -DAVID BUHLER o 0 0 ILL O H o co o cNo u_ O ACREAGE F - c� EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z z CD :z w ww w ww w w ww w J z2 z z z z 0z z 2 Z_ Z O Q - J W J J J J J J Q J J J W - W U) O 2U) � 2 � � 2 20 2 � 2 U)w W z U) W Q W W W W W W Of W W W Q U) z Z O Q J H F L W �� H� �� ~ W 00 J v a� as a as a as � U F— U) z o v Q oa z_ v Q J ~ U) _ _ _ = J = _ _ 3 V Q LU U a w O� 00 O 00 O UO 60 m Z) a w 2 O Lo N_ W V I� N Cfl M W V M W N Ln CO Ln V O O r-- MM �M (O �M CO O� MM O O co M O t t t t t t t t t t t t t t t t t t t t t t M M M V V V V U7 u7 U7 CO O CO CO O N M M M (fl co (fl co co (fl co co (fl (fl co (fl co (fl co (fl M M (fl SCOTLAND COUNTY, NORTH CAROLINA - - N 150'x 35' ADDITIONAL 246' TEMPORARY 2200 \ \ 256 WORK SPACE ACCESS ROAD AR -21 B / \ 250'x 100' ADDITIONAL TEMPRARY 616+35 PI < 45°00'43" RT. WORKOSPACE ♦ ' i CD N — O Y u w 4W WORK SPACE I o o U °f ��` of Of \ p f 6�� p f��\ O OF ' 6,,%O _ O �\oo\ 0� Uf�°f O_ \\�O 0/ °f\ Of \Qf \ Li i9pOf 67,9 \Of vOQ 06 o O pF\\T- 0 0\ F °F_` O OO Z — 6 ,9xvO°fO3p \ O OFf \ OF OV f OF\Of °F Or 0" 44j (W oCo <v00 60 PROPO PE NENT - 4 SEMENT677ap o pf x AuB a_ GoA J D_ �Q C/L PROPOSED LINE 43 \ NATURAL GAS PIPELINE ` 611+11 PI <44°58'50" T. 150'x 35' ADDITIONAL ` TEMPORARY _. WORK SPACE {? AuB ` - -- Aw- _ WETLAND STREAM PROPOSED _ EXISTING RIGOOVERHEAD TELEPHONE WEr WEr RIGHT-OF-WAY oe oe ----ur----ur- " — BOUNDARY PIPELINE EASEMENT " ELECTRIC 258 ti EX 2s o WETLAND (PFO) SOILS GAS p PIELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- mv---- un'- TV cP- WETLAND (PEM) - - - - - CONTOURS _ _ PERMANENT ACCESS ROAD ---- TOP BANK PERMANENT - TB ----TB— ---- FO---- FO- FIBRE OPTIC �CONVERSION EASEMENT IMPACT -cuivvioll LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD __--BB----BB- ---- ss---- ss- WETLAND (PSS) DISTURBANCE WORKSPACE EDGE BOTTOM BANK SAN SEWER TEMPORARY CLEARING ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT WETLAND (POW) POND WORKSPACE EASEMENT - DITCH STORM SEWER 0 O N 610+00 611+00 612+00 613+00 614+00 615+00 616+00 617+00 618+00 619+00 620+00 O 0 u 320' 320' ui o U 300 300 o U J F z U N 280 T-6" MIN. COVER 280 O C/L DIRT ROAD NATURAL GROUND J 0 260.-C/L DIRT ROAD 260 J LL 0 a o 00 5' MIN. COVER U- O a 240' 240' b 5' MIN. COVER u 220' PROPOSED T.O.P. LINE 434 30" 220' NATURAL GAS PIPELINE J O Q U J a 200 200 U H > 180' 180' 0 MATERIAL g 1000' CD CONST. METHOD + 0 CO + 0 CD 1 CM1 CM2 CM1 CLASS I MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 28 of 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 610+00 TO STA. 620+00 DATE INITIALS PROJECT NUMBER 2340067 NIA NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001262 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/,4RCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2200 OWNERSHIP oo RICHMOND MILL POND PROP LLC -DAVID BUHLER oo C? o ACREAGE F - c� EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. N0. CD 0 z Q Y z 0 Z < C7 Z O Z 3:WOY m r 3: Uj Z Z O J LL O Z a LL O J F- Q fb O W W O W O Lf) O O r- O O O � Cl) co co0 00 (0 f9 0 ■■ / / SC TLAND COUNTY, F N RTH CAROLINA JmA G Po6 / N- Z •�� i 242' / N , WETLAND WI -2 / • i i•_ i 0 2200 o' STREAM H60' TEMPORARY z O WORK SPACE a N� OLL1 00 621+00 622+00 623+00 Z \ N 624+00 625+00 626+00 ^� � 627+00 628+ 6 +00 630 3 0 �/ 0 6 3 0 5 0 6+ 7 0 / / �j/ 8-00 639+00 640+00 641+00 642+00 3+00 644+00 645+00 ✓ 64 Z z - o � I -�� y f i i Q 1 GoA PROPOSED 70' PERMANENT 6 I Q EASEMENT I rn O I \ O QC/L A I PROPOS D LINE 434`30` Ex T. 240' � NATURAL GA PIPELINE POWERLIN EASEMENT � 0 214' 761, i _ WETLAND —�-� BOUNDARY — - — - PROPOSED � _ _ EXISTING � STREAM PIPELINE EASEMENT " RIGHT-OF-WAY OVERHEAD of of ELECTRIC----UT----UT- TELEPHONE EXISTING WETLAND (PFO) SOILS GAS PIPELINE _ PL PL- PROPERTY LINE X FENCE w WATER LINE ---- uw---- un'- TV / _'fall WETLAND (PEM) - - - - - CONTOURS - - PERMANENT - ACCESS ROAD -TB -TB- TOP BANK ---- EASEMENT PERMANENT F°---- Fo- FIBRE OPTIC CONVERSION . ,� IMPACT WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ____B�___B� ____ DISTURBANCE WORKSPACE EDGE BOTTOM BANK ss----ss-SAN SEWER TEMPORARY II CLEARING WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER 0 (D N 620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00 O 0 I I 280' 280' W J a U) 260' 3'6" MIN. COVER WETLAND WI -2 260' J a F z O 240 NATURAL GR U 3' 6" MIN. COVER N C/L STREAM O x LU 220' EK w J_ LL 0 U- 000O d 200' 200' d PROPOSED T.O.P. LINE 434 30" o NATURAL GAS PIPELINE 180' 180' -j J a O U J a 160' 160' U H > 140' 140' 0 MATERIAL g 2600' S CONST. METHOD + 0 (0 + 0 1 CM1 CM4 CM1 CLASS / MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 29 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 620+00 TO STA. 646+00 DATE INITIALS PROJECT NUMBER 2340067 NIA NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001263 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/,4RCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2200 2202 2210 a OWNERSHIP oo RICHMOND MILL POND PROP LLC -DAVID BUHLER o RICHMOND MILL POND o RICHMOND MILL POND PROP LLC -DAVID BUHLER oo Q +of PROP LLC -DAVID BUHLER of + ILL 'IT N N O Q 0 H ACREAGE c� EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT REF. DWG. NO. Y Y Y Y Y 0 0 0 0 Z Z Z Z WW 0 Z Z ZO _ w Z Z �� (n O w W W Q W 0- �� ZZ JJ �� wQ �� w z Z_ Z O J = Z LL LL LL LL LL Q X Q 0 O 0 00 ~~ W W LL LL 00 J 2 ~ F¢- cn U Q z w Q m w w w w w 0 0 0 a (D (D (D (D (D o- o- 00 w w (D (D U U) LU w w 0w www as wo O O t L0 L0 LD O LD V N_ CD N0 O 't 1` 1` co L() (D t t t t t t t t t O (D h t t `- 00 Lf) LO t t O O t (0 V co Cl) Cl) Cl) CD W O O O U) U') LL) LL) LL) U') L[) LL) LO (fl (fl co (D (D (0 (D (D (D (0 CD (fl (D CD (fl (D (0 (fl (D N I� (fl SCOTLAND COON T 7 a \ \ )tl F NORTH CAROLINA JoA J6 7�j 46 d I I 150'x 35' ADDITIONAL CD02 40 ;L ti iF o\ d TEMPORARY III WORK SPACE2200 I I ' � .4i; Ib - > 70,\ o O N ACCESS ROAD N AeB I I AR -22B WETLA D WK9 /I \ 2202 a 2210 \ )tl \ RuA - r a )a \ )a Iii J C) w I . \�� \ 0 J / a i PL \ HN /� \� \ _� 60'T MPORARY I �o \ > C z \ \ v WOR PACE 61. o a/ N O 2 \ / > Z00 647+00 48+00 649+00 650+00 651+00 652+00 650 654+00 655+00 6+00 5 0 8 0 6+ �� 660+00 661+00 j 662+ 663+00 664+00 665+00 666+00 0 6 + 6 0 0+ 0 67 + Z Q N PROPOSED 70' ° V a PERMANENT HDD EXIT POINT EASEMENT 10, \ Q POWER POLE Q EXIS .240'a C/L PROPOSED LINE 434 30" POWERLINE ASEMENT G NATURAL GAS PIPELINE \ POWER POLE > d W co AeB WETLAND PROPOSED EXISTING OVERHEAD WEr WEr_ — - — -- BOUNDARY STREAM - - RIGHT-OF-WAY PIPELINE EASEMENT " ----ur----ur-TELEPHONE —OF—OE— ELECTRIC IMIb U N UM r'�d PoD WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- un' ---- urv- TV ^ `^ - �, - -- _ WETLAND (PEM) - - - - - _ PERMANENT CONTOURS - - ACCESS ROAD -TB -TB- TOP BANK EASEMENT PERMANENT -- FO---- Fo- FIBRE OPTIC CONVERSION \ IMPACT \ � - f WETLAND (PSS) - - - - LIMITS OF TEMPORARY ACCESS ROAD -----BB----BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY \ °'•• WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH POND WORKSPACE EASEMENT41n CLEARING IMPACT STORM SEWER 30 0 (D N 646+00 647+00 648+00 649+00 650+00 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 O 0 n 300' 300' ui o U 280' 280' o (n Q NATURAL GROUND z O 260' 260' N Of O WETLAND WK9 LU x 240' LU LLU- O Of a 220 3'-6" MIN. 220' O_ o COVER PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE 200' 200' w J 0 30' MIN. 180' COVER 180' a U H w > 160' 160' PROPOSED HDD @ WETLAND & AIRPORT ROAD a (SEE REF. DWG. PNG-C-434-0001057) MATERIAL CD705' 653+05 1895' o0 CONST. METHOD (0 (0 1 CM1 2 HDD N CLASS / MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 30 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE NIA NITIALS N/A REGIONAL DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 646+00 TO STA. 67 2+00 DATE INITIALS PROJECT NUMBER 2340067 NIA NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001264 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/,4RCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER CD 2210 't 2212 r- 1120 r- 2212 p Q OWNERSHIP o � RICHMOND MILL POND PROP LLC-DAVID BUHLER + RICHMOND MILL POND PROP LLC-DAVID BUHLER + GILLIS ROAD o RICHMOND MILL POND PROP LLC-DAVID BUHLER o � Q ti (SR-1337, 60' R/W) 00 rn O H (.0 O H 0 ACREAGE 0 E Io' EASEMENTS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001029 w w LU LU � M � U 7U Z ofZ Z_ LUQ Z J ^ LU 0 LU LU w O Z Q Z Z_ Z 0 W Z W In } w � O J (n �� c CL O= LU o } O J W O (n W aY2Y��U)�YZ: Y Q Z z O = W LL O Q Z o O �Q LU O Z ZQ�Q Ow LL -jO LL Q�LU JQ } = Q (n O d W Z W ON Q Z L W VW0000WdWm��m J �' � Q Of CL ❑ w W ❑ M x ZW c- w m ❑ W�O�O❑��❑O��O�� Q CL _ LL�HC�Hwa0wHUD w O O t t O 0 + O O Ln W + + O O (O 00 t t M I-- MI�OI�M001� hN00 MI--O O M W 7 7 (n (n (O (O I-- W M M M O O N O + + + + + + + + + + + + + + + + t N r1-I` O O I� O O M I– CO 0 co 00 (4 0 O O h h h h h h h h h h h O O O O W W 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 (fl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •� r - ' Lr f Y SCOTLAND COUNTY, a HDD ENTRY POINT / - NORTH CAROLINA _ PcA A' a -1 1 ti •- O *t - _ _ � - a 96 •- r . r •; _N6 r m F. • NCp N JoA a 16 - 68 +93 PI < 50°02'00" RT. / \� a - - - — -• - r C,%L PROPOSED LINE 434 30" / o CNI { . WETLAND WK9 2 0' x 70' ADDITIONAL TEMPORARY / / NATURAL GAS PIPELINE \ \� b \ WETLAND WK10 o _ r WORK SPACE / / / \ \ A .16"'1100 1 PROPOSED 70' pp a o Q r 1 } 1 ! O � PERMANENT EASEMENT / / 6ayx00 / 14 PROPOSED 1 `'*pp / / PERMANENT EASEMENT ' • Z O 1 + L �r ��7ti N 7 \)tl \ 60'T�MPORARY / �Z /,' ' i ' �� ■ �d W09K SPACE o f� ti Z - - - - - - 0 - - ;. --- -- 6g2k00 / 689 OOIr xp � `� Q d - 9L , d +0 7+ / 0 6 + 7 + 678+00 ` % 679+00 0+00 681+00 - _ _ O �/� cd -- �� 481' • ti �� -- -- -�`.-- OE Oi OE OE OE E 0 OE OE OE OE iy \ HDD —OE ENTRY POINT OE OE OE OE OE OE f1E' OE OE 30 30 30 ` 30 30 30 30 30 30 30 V`-30 \ BOE 30 —30 30 30 30 T30 30 OE OE of OE OE OE OE OE OE OE OE OE E OE OE—OE OE OE �K- J tl \ WETLANDWK9-----. 681+60 PI < 20°00'00" LT. ADDITIONAL TEMPORAR \ WORK SPA �0 2�zE WETLAND WK10 w - of of OE- a 7.1 )d \ice � �� tl — OE _ _ _ of Q. OE � OE OE OE OE OE OE OE OE OE OE OE OEC � t7-�� 30 30 30 �0 3 3 mq O 30 0 30---I---30 30 30 3 • • td \ 1 —30 30 ti –30 30-30-30 – OE OE_OE_OE—OE OE - \ OE OE`� OE ` y a OE Ems---y OE OE OE OE OE -. OE 7 • 1 tl 1 \ P. WER POLE I� O O OE OE OE OE OE OE OE OE E OE OE OE OE—OE OE v 212' Of: OF , 0 CQ.) OE—OE—OE OE - OE —Y1�/ OE I- OE OE OE OE OE - , OE OE OE OE OE OE OE F c� OE OE OE OE 0 d \ —OE /E��OE OE OE OE OE OE OE OE OE OE OE OE O ,r – EXIST. 240' d / POWERLINE EASEMENT - - - - 1 --- - - - - - - - - - - - - - - - - - - \ �d r .16 \ 0 ti • _WEr_WEr_ WETLAND _ — �d BOUNDARY — STREAM PROPOSED _ _ EXISTING wv RIGHT-OF-WAY PIPELINE EASEMENT —OE—OE— OVERHEAD —T---- uT_ TELEPHONE ELECTRIC • � \ >tl • •�• \>d WETLAND (PFO) SOILS GP's PIPELINE EXISTING — PL PL— PROPERTY LINE X FENCE W WATER LINE ---- uN ---- uN- TV r ■ ' ��O 0 \ % WETLAND (PEM) CONTOURS -- EASEMENT T - ACCESS ROAD----'�----TB- TOP BANK ---- vo----vo- FIBREOPTIC PERMANENT 206' IMPACT WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ DISTURBANCE WORKSPACE EDGE -EIB --- -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING - WETLAND (POW) POND WORKSPACE ADDITIONAL EMP - - ACCESS ROAD - DITCH STORM SEWER IMPACT 0 0 N 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00 O u 300' 300' Iii o U 280' 280' O U) J Q H Z O 260' 260' N 0 WETLAND WK9 NATURAL GROUND C/L GILLIS ROAD LU J � 240' 240' w J U U/G TELEPHONE U- O 00 220' 3'-6" MIN. COVER 220' o u 200' 200' Q 67' MIN. COVER PROPOSED T.O.P. LINE 434 30" 11' MIN. COVER CD 0 NATURAL GAS PIPELINE Q 180' 180' U 15' MIN. CLR. w > 160' 160' PROPOSED HDD @ WETLAND & AIRPORT ROAD PROPOSED HDD @ WETLAND & GILLIS ROA o (SEE REF. DWG. PNG-C-434-0001057) (SEE REF. DWG. PNG-C-434-0001058) MATERIAL o 780' 679+80 737' 687+17 283' o CONST. METHOD N `° 2 CM2 1 CM1 2 CM2 + CD CD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 31 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 672+00 TO STA. 690+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001265 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER OWNERSHIP CD o 2220 PHILIP H FUTRELL & ELLEN W FUTRELL p C? o 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS IMPACT 240' PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z z w z z a z_ 0 z_ Z O w w Uj wLL � O Q ZLL Z O Q ~ U O a O w X zw a U Q C/) w w J0 0 �w 0 w 0 H w LU a M O L0 00 or 7 00 � O 00 O C) 00 N 0 O t O O O (O O O O O co O O O Qv � OTLAND COUNTY,RaA � JoA JmA / -10 01 NORTH CAROLINA � WaB nKnB - < < / 250'x 70' DITIONAL TEMPO ARY N Wj0 SPACE o EXIST. POWERLINEEASEME T oE/ � / °E/ oE/ �o/ oE/ off-/ / o N WETLAND WK10 °` ° / 2220 C/L PROPOS D LINE 434 30" 6- �o�� NATURAL GA PIPELINE X30 J / / pf- °/ °°�/ IP ° Of- PROPOSED 70' ------------------------0 J O O+ U) z PERMANENT / \oEASEMENT 60' TEMPORARY WORK SPACE r -- - -- -- -- - -- -- -- -- - -- -- -- -- -- -- - O _ Q oo/�oo�/°/0/3o�/p /p�p�/o�� / < / Q Z /�°� 1,00 �o �a9'�+0�� +�°� / 4+00 + 6 0 97 + �� O E / 6 0 00 + 7 0 03 *00 705+00 70 00 707 708+00 709+00 710+00 711+00 712+00 713+00 71 y z • + Oi./ 30 OE Oi// / \A -- 222. Z . - v °�/ / < .. I• Q Off/ '° /°�/ E j/° \ DD EXIT POINT (� r of < Q � -� /p6/ °�� OE � ' WETLAND WK10 co N / I N POC I N N L9 -\a/ i _wE_wE_ WETLAND _ — — BIC BOUNDARY STREAM PROPOSED _ _ EXISTING wv RIGHT-OF-WAY PIPELINE EASEMENT —OE—OE— OVERHEAD----UT ---- uT- TELEPHONE ELECTRIC /�a WETLAND (PFO) r SOILS GAS EXISTING _ PL PL— PROPERTY LINE x FENCE PIPELINE w WATER LINE ---- uw ---- uw- TV �a WETLAND (PEM) CONTOURS - - EASEMENT T - ACCESS ROAD----'�----T�- TOP BANK ----vo----vo– PERMANENT FIBRE OPTIC CONVERSION IMPACT 1 - KnB WETLAND (PSS) LIMITS OF — — — DISTURBANCE TEMPORARY ACCESS ROAD — —----ee---- BB- BOTTOM BANK ---- WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY _ CLEARING - a - WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER 0 0 N 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 70000 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 O O I I 280' 280' w o U 260' 260' CD J WETLAND WK 10 NATURAL GROUND a O z 240' 240' N_ O LU J � 220' LU J 0 48' MIN. COVER PROPOSED T.O.P. LINE 434 30" o 0 00 200' NATURAL GAS PIPELINE 200' u 47' MIN. COVER 180' 180' 6i Q PROPOSED HDD @ WETLAND & GILLIS ROAD CD M (SEE REF. DWG. PNG-C-434-0001058) 160' 160' U > 140' 140' 0 MATERIAL g 1708' 707+08 692' o CONST. METHOD 0 ° 2 CM2 1 CM1 + CLASS/MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 32 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 690+00 TO STA. 714+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001266 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER CD 2220 rn 2300 p OWNERSHIP + PHILIP H FUTRELL & ELLEN W FUTRELL N SINCLAIR CORPORATION / HEW FULTON O H N N O H ACREAGE c� o' o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. c� z_ w F z c� z_ Z O LU z W W alla J co �,,� LU F- in z Z O Q < LU Q � U W m m W z d — Cl) U C/) 2 0-O O p m a 2 o CD o co rn N N N m v co 0 r— W 0 t � t t t Ln Ln L(7 Ln + + t t N LO U') (O N N N N SCOTLAND COUNTY, ` NORTH CAROLINA O o- RaA O o- \ 2 d _ Oki DIRT ROAD 0 N 2220 \ 0 o_ 160' x 35' ADDITIONAL TEMPORARY WORK SPACE J M PROPO ED 70' 725+86 PI < 32°51'53" RT. o U PE ANENT °' zASEMENT O �----------- . — — — — — - IN O — 0 _ ---------- ------------- ------- x0 ti b ~ 60' TEMPORARY WORK SPACE a F \ \ / °\723+00 _ 24+00 725+00 :A LV 18+00 +00 i 720+00 721 722+00 719+00 - - t,- - - - - - Z 00 715+00 16+00 717+00 - - - -�--�- o 4 - - D co N LSD o N�\�` Q 1 \ L PROPfSED LINE 434 30" AuB o �I ACCESS ROAD NATURAL GAS PIPELINE \ AR-25B I d SHOWN / _ WETLAND PROPOSED _ _ EXISTING -- BOUNDARY — — — STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ----UT ___ —OE—OE— ELECTRIC -OT- TELEPHONE THE PIPELINE INFORMATION ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS WETLAND (PFO) SOILS GAS EXISTING —PL—PL— PROPERTY LINE X FENCE / PIPELINE w WATER LINE ---- uN ---- uN- TV FROM VARIOUS SOURCES. AECOM / PERMANENT DOES NOT GUARANTEE THE WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- EASEMENT Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO / LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — —----BB----BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE % ADDITIONAL TEMP ACCESS ROAD CLEARING IMPACT LOCATIONS OF ALL UTILITIES AND _ _ WETLAND (POW) POND WORKSPACE EASEMENT - DITCH STORM SEWER PIPELINES PRIOR TO EXCAVATION. / 0 (D N 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 O u 300' 300' Iii o U 280' 280' CD U) NATURAL GROUND 3'-6" MIN. COVER z 260' 260' C/L DITCH O LU 240' 240' w LL LL 0 CD 00 0 � 220'5' 220' � 0 MIN. COVER PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE 200' 200' ui J 3'-6" MIN. COVER o < coU J 180' 180' 160' 160' 0 MATERIAL o 1200' CD 1 m CONST. METHOD CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 33 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 714+00 TO STA. 726+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001267 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2300 NC HWY 144/ 2300 Q OWNERSHIP o SINCLAIR CORPORATION/HEW FULTON o OLD WIRE ROAD (0 SINCLAIR CORPORATION/HEW FULTON o Q o + LO O 0 ACREAGE 0 Of o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001030 (n z z z w LU LU co CD Z 2402 z w tY J w< w < z mJ 0 z O w �H >O> cn cn I- <}�< LL a U) o w z O z z z � �z0I2��2� o Co z < 00 < a z z< o LU Z LU _ < z �z U) < z Lu w O w> w z O o �� O� z C� < U w 6,0 w 00 of w U m 2 m w w co O O7 O N 00 I-- CO I-- 00 00 co -It O (O 00 O CO O O co 00 M O O O O co I- N I- M (0 I- N 00 N O t t (O (O t CO t N t t t t t t t t t t t t t t t t t N co co co I� O N t` r- r 00 r- r- 7m ONN SCOTLAND COUNTY, — i , NORTH CAROLINA - i .,NO *P116 — r v &awl aw, � JL NN D bA � WaB # ■ -7 - D 0 \, - T >- W 150'x 35' ADDITIONAL 163'x 35' ADDITIONAL 3 TEMPORARY ,- TEMPORARY 150'x 35' ADDITIONAL Z 3 WORK SPACE 2300 Z 2300 WORK SPACE 0o ADDITIONAL WOMPOSPACE C14 TEMPORARY C/L PROPOSED LINE 434 30" o WORK SPACE NATURAL GAS PIPELINE I. — ---- x1+.1 -------------------- . — — — — -------------- --- ---- �L O Li J cn+ � — — — — — — — — _ ' - ------ — — — — — — ----------- 60'T RY � WORK SPACE-��.-- IL a 16 ZN / / �_—�� ACCESS ROAD j OO z-_ N --- a- --_ a AR MLV 02 746+00 747+00 748+00 749+00 750+00 751+00 h 44+�9- - + tix O_ a • 732+00 + 73 +00 736+00 737+00 733+00 734 00 738+00 739+00 740+00 741+00 742+00 743+ 1 - -- - - - - - , y 00 727+00 728+00 + 729 00 f 7 00 I'1 731 +00 ` + 4 i _ - _ _ - _ - - - - - ♦ )S - c` ♦ z F -- -- -- -� Q WNN Z-- -- -- -- - � 5 J J 76'x 15'ADDITIONAL751+23 PI < 40°00'00" RT. a TEMPORARY Z / PRO OSED 70' EASEMENT WORK SPACE ['+ • I" 3 3 tom/ ACCESS ROAD a 20. AR-25B _ - — -=�-T J �rPt�–Pt _ 1"L Pt=—Pty�� Pt �--�P�� -� NN 1. J�wr_ J �CO a -- NN i 1 r -- r J - _WEr_WEr_ WETLAND _ - — STREAM PROPOSED _ _ EXISTING w. RIGHT-OF-WAY -oE of OVERHEAD UT____uT_ TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN ___ - - � _ Ja ON THIS DRAWING IS A COMPILATION > - � --- 258- I' I EXISTING WETLAND (PFO) SOILS cns - PL PL— PROPERTY LINE X FENCE w WATER LINE ---- u,v ---- uN- TV PIPELINE OF DATA OBTAINED FROM DRAWINGS / FROM VARIOUS SOURCES. AECOM DOES NOT GUARANTEE THE AUB \, J `,, - PERMANENT ��PERMANENT � WETLAND (PEM) CONTOURS _ _ -----� ACCESS ROAD ----TB- TOP BANK ---- vo----vo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF I � EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE� � J 0- LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) - - - - -----ee---- BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY DISTURBANCE WORKSPACE EDGE CONTRACTOR'S RESPONSIBILITY TO - CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND _, I - --- WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH STORM SEWER IMPACT WORKSPACE EASEMENT PIPELINES PRIOR TO EXCAVATION. a Ps -� NN IL NN 0 O N 726+00 727+00 728+00 729+00 73+000 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 O 0 u 300' 300' Lii -i 280 C/L NC HWY 144/ OLD WIRE ROAD 280 o o -i NATURALGROUND < T-6" MIN. COVER T-6" MIN. COVER z260' O 260' N LU 240' -- --j w PROPOSED T.O.P. LINE 434 30" U- � NATURAL GAS PIPELINE 5' MIN. COVER Of a 220' PROPOSED BORE @ C/L NC HWY 144/ OLD WIRE ROAD a (SEE REF. DWG. PNG-C-434-0001030) 0 u 200' 200' ui J O < coU 180' 180' U > 160' 160' 0 MATERIAL o0 1890' 100' 610' 744+90 745+90 O 0 N1 2 1 N CONST. METHODF CM1 BORE CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 34 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 726+00 TO STA. 752+00 DATE INITIALS PROJECT NUMBER 2340067 MGR TECH DRAWING NUMBER REVISION N/A NIA REC&STD Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001268 A DRAWING BY NF STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2300 OWNERSHIPo SINCLAIR CORPORATION/HEW FULTON o < C? U- o 0 ACREAGE LD E 1 o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. c� Z J 0 Z Z O W Z co W Lu o Z Z O Q J J J Q WO W Q 2 Q 0< U d 2 0 o + o r- o L0 Lr) o + + + N O O O O or SCOTLAND COUNTY, 4 r r 1 NORTH CAROLINA ThA AuB CoA Ifft � _ .Z9Z CNI GoA 230d' _ - 0 _o u - ,DIRT ROAD / - 6i- J -----____ oO O U) .F + N N _ zJ- N ■ —� _ 0 a �,. _ �� ---- / j / 60' TEMPORARY —�— WORK SPACE o U) 00 3+ 754+00 � _ /� / — ��,9 z Z - _ 755+00 _ 756+00 / � � 757+00 758+00 759+0o— -760+pp / 761+00 762+00763+00 0 x� ` -• - / i 764+00 D 70' EASEMENT � / SPROPO - -� - - R� z 95Z C/L PROPOSED LINE 434 30" Q� NATURAL GAS PIPELINE G Qom/ Q�� p i OcA / 764+57 PI < 45°01' 8" LT. _ i L _WEr_WE_ WETLAND — — BOUNDARY STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY PIPELINE EASEMENT —oE OE— OVERHEAD UT____uT_ ELECTRIC TELEPHONE i WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uN ---- uN- TV PERMANENT WETLAND (PEM) _ PERMANENT---- CONTOURS - - ACCESS ROAD----'�----T�- TOP BANK EASEMENT vo----vo- FIBRE OPTIC CONVERSION _ IMPACT WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD DISTURBANCE WORKSPACE EDGE -ems -Bre BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING WETLAND (POW) POND WORKSPACE ADDITIONAL EMP - - ACCESS ROAD - DITCH STORM SEWER IMPACT r � 0 0 N 752+00 753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00 761+00 762+00 763+00 764+00 765+00 766+00 O 300' u 300' 6i o U 280' 280' O U) NATURAL GROUND Z O 260' 260' N O LU 240' 240' w 0 3' 6" MIN. COVER U- O b 3'-6" MIN. COVER O aD 220' 220' PROPOSED T.O.P. LINE 434 30" o NATURAL GAS PIPELINE 200' 200' 6i J Q O coU 180' 180' U > 160' 160' 0 MATERIAL 00 1400' o + (O Cl) CONST. METHOD CM1 I CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 35 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 752+00 TO STA. 766+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001269 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER CD 2300 0 OWNERSHIP + SINCLAIR CORPORATION/HEW FULTON o+ C? o 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. O Z_ 9 Cl) M W LU LU Z O < J < O < Z < J Q W U Zo < o Z < o Z U < w z w z° w 2 ma w o m w U m O O h Cl) O M N U') O N co N O 7 O O . (O t t co E O t W t t O t t t � N CO co I- O r— O 0') O O O SCOTLAND C TY, OAuB NORTH C OLINA BIC CoA , i ThB 252 , .---------- - - 254' s� ADDITI AL - _ TEMPO ARY r RaA WORK PACE ACCESS ROAD A -26 CN � 317' x 2 ADDITIONAL i/ - `� ! 66' x 25' DDITIONAL - u \ N //�,�, / TEMPORARY o � WORK SPACE ,,, / , ,/ ` TEMPORARY WORK SPACE - • J 7 — — — — — — — — — — — — — — — — — — — — — — --------------------- O U O — — — — — — — — — — — — — — — — —/ / O■ — — — — — 0 /' ie i0 / — — — 60' TEMPOR RY WORK SPAC + OIM f" 254' / 775+00 779100 780+00 781+00 782+00 78 +00 784+00 5+00 786+00 787+00 788+00 789+00 790+00 X791+00 79 z¢ o _ LU + 0 774 0 775+0� 776+00 s 777+00 W a z RL --, - • FWaB D \ \ Q O� \A 778+30 PI < 06°15'33" RT. PROPOSED 70' EASEMENT Q Q Z NoA 252 �a 775+47 PI < 07°00'00" LT. / C/L PROPO NE 4 30" Q / \ WaB _ NATURAL GAS PIPELINE NoA Q McA A� / 1 (C.A Q I r \ I I \ WETLAND PROPOSED EXISTING OVERHEAD �\ _ � I � —�—� BOUNDARY — STREAM PIPELINE EASEMENT RIGHT-OF-WAY oe uT---- uT— -- oe— ELECTRIC TELEPHONE THE PIffELINE INFORMATION SHOWN � a � A� N ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS / I WETLAND (PFO) SOILS GP's PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- uTv---- u,v-TV FROM VARIOUS SOURCES. AECOM- PERMANENT DOES NOT GUARANTEE THE / WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK \ EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF - IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO - a �� V LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) —BB----BB- BOTTOM BANK � DISTURBANCE WORKSPACE EDGE ---- ---- ss---- ss- SAN SEWER TEMPORARY CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND i _ °r WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. o WORKSPACE EASEMENT 0 O N 766+00 767+00 768+00 769+00 77000 771+00 772+00 773+00 774+00 775+00 776+00 777+00 778+00 779+00 780+00 781+00 782+00 783+00 784+00 785+00 786+00 787+00 788+00 789+00 790+00 791+00 792+00 O u 320' 320' Iii o U 300' 300' CD U) J < H Z U 280' 280' N w NATURAL GROUND O C/L DITCH LU 260' LU LL LL 0 a CD 00240' � 240' � ii 3'-6" MIN. COVER 5' MIN. COVER 3'-6" MIN. COVER 220' 220' PROPOSED T.O.P. LINE 434 30" 0 NATURAL GAS PIPELINE J 200' 200' U > 180' 180' 0 MATERIAL g 2600' o + + 1 CONST. METHODCM1 (O N CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 36 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 766+00 TO STA. 79Q 2+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001270 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER CD 2300 N 2320 0 OWNERSHIP o+ SINCLAIR CORPORATION/HEW FULTON o WALKER FARMS INC (HEW FULTON, MGR) N CN co LL O M M r- — °° LL o 0 ACREAGE FL 0 E I Of EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS PROPOSED 35' PIEDMONT NATURAL GAS REF. DWG. NO. 0 Z 0 Z Y Y C� Z w Z Q J Q z z J Q Q 0 Z _0 w J z} w �: w w LL LL00 w BYO LU C') z_ Z O O =0 H M z1--JLL LL z Om0t0Ua Q wQ LU 00000- � Qof 0 o O z �-j�0 CD o v 000�00of w z Q 2d w w w�-M6Mm -0 M w C � O N 00 O O Cl) I— WLn Ih ON(O�* O � 't O ONNMMM(0 I— O O O + + NN + + NN + + + + + + + + + + + �� In O O M O O �� O O �rl- M M M M M M M co co co M / Q ACCESS ROAD AR-26 BIC SCOTLAND COUNTY, NORTH CAROLINA 252' / WETLAND WK8 / Q o o N / / / O / Q / 2300 0 86'x 25' ADDITIONAL / 2320 C/L DITCH 90' TEMPORARY TEMPORARY- - WORK SPACE L v WORK SPACE PROPOSED 34' EASEMENT Li � / o O U U) O --------------- - - - - - - --- PROPOSED35'EASEMENT -------------------------------- ��j► zO --------------------------- 86+64 PI<35°43'18"LT. \ 12� a 60'TEMPORARY WORK SPACE \\ -------- .0o' o 0 793+00 794+00 795+00 796+00 W 1 797+00 I 798+00 799+00 8 0+00 Z -- - - - - - 801+00 802+00 T - 803+00 * 804+00 -- •!� � - - - - — - - — - - - - - -- 805+00 806+00 807+00 808+00 pp �}.� 809+ 810+00 O � x0 j _ -- --�--� --- -�-- 811+ APs 00 812+ 813+00 00 8140 \\\\ 815+ �'� 816+00 k H PROPOSED 70' EASEMENT -- -- -- - - - /G 0 - 0 - - 91 GP`s C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE ADDITIONAL �\\ \\ % EXISTING 2 ASEMENT TEMPORARY 3 WORSPACE / G \ EXISTIN O' UTILITY EASEMENT EXIST. LINE 175 20" NATURAL GAS - PIPELINE 05 �� EXIS LINE 1 16" NATURAL GAS PIPELINE —WEr-WEr— WETLAND _ _ — BOUNDARY STREAM PROPOSED _ _ EXISTING w. RIGHT-OF-WAY —OE—OE— OVERHEAD _---uT ---- uT_ TELEPHONE PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATIC ON THIS DRAWING IS A COI OF DATA OBTAINED FROM WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE w WATER LINE ---- Im ---- uN- TV PIPELINE FROM VARIOUS SOURCES. - PERMANENT DOES NOT GUARANTEE TH WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK ---- FO---- Fo- FIBRE OPTIC CONVERSION EASEMENT ACCURACY OR COMPLETE IMPACT THE INFORMATION SHC CONTRACTOR'*F-- GoA WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD BB----BB- BOTTOM BANK ---- SAN SEWER TEMPORARY ss---- ss- DISTURBANCE WORKSPACE EDGE LOCATE AND/OR C CLEARING LOCATIONS OF AL WETLAND (POW) POND WORKSPACEADDITIONALEMP - - ACCESS ROAD - DITCH STORM SEWER IMPACT PIPFI IMFS PRICP 0 0 N 792+00 793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 814+00 815+00 816+00 817+00 818+00 O 0 u 320' 320' Iii o 0 300' 300' CD U) J WETLAND WK8 Q z O 280' 280' N O C/L DITCH = NATURAL GROUND LU 260 260, w J_ LL O J_ LL CD aD � 240' 240' � b S MIN. COVER 5' MIN. COVER 3'-6" MIN. COVER u T-6" MIN. COVER 220' 220' w PROPOSED T.O.P. LINE 434 30" < NATURAL GAS PIPELINE o (n J 200' 200' U > 180' 180' 0 MATERIAL g 2600' o + + 1 CM4 CM1 CONST. METHOD N W 00 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 37 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6111 Q WOUS PLAN STA. 792+00 TO STA. 1 Q DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas V V+00 DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001271 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER CD 2320 p OWNERSHIP WALKER FARMS INC (HEW FULTON, MGR) LL O — 00 M 00 Ui O ACREAGE LD E Io' EASEMENTS PROPOSED 35' PIEDMONT NATURAL GAS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. 0 0 O Z W 9 U) OOf W Z O H J 2 ZZ= Z JmH m W W 0O ?) a;a Z J OR LU = H Oaf a zz ZLU 0z0 0-j0z0 Q a0� O WW 0� -6 as v WWZ o-OWa Q � maw W0LULL0 0 CD 00 00 co 0) N (o N d U') co C* C* co �* �* o N �tLOo NM'It o t 00 + + + t + + CDMM M 00 + + + + t t + + + t 't LO LO�� (o 00 N N N N MM 000000 00 Coco M MMM MMMMM co co W0000 0000000000 00 SCOTLAND COUNTY, 14 — R NORTH CAROLINA BIC _ ppA 1 250 1 • CoA �r b 248, PROPOSED 70' EASEMENT oN 2320 0 o - 60' TE CRARY u WORK CE oU J -� O O --------------- -------- — — — — - DITCH -- ----- 834+27 PI < 15°00'00" LT. O 0 -- — — — — 7 0\ ♦ / \ 90' TEMPORARY rem \ k Cal . I J &\ ` Q a WORK SPACE \ \ U) W 00 819+00 820+00 821+00 4 822+00 823+00 824+00 --�- X k g3 ,, 825+00 8261+00 827+00 2288++00 Q I p +pp 831+00 8 835 \ 0 J AS — GAS — GAS — GAS GAS — GAS — — — — _ _ «� - GAS GA GAS — GAS ��s_ f 833+00 834+00 7E 9 GAS — GAS — GAS — GAS — GAS _ GAS — G GAS — — — — — GAS — GAS — GAS GAS — GAS GAS — GAS -- — — — — GAS — GAS — GAS — GAS _ _ H'� — — — — — F - — -- _ GAS — GAS — G — GAS GAS — GAS — GAS — q GAS — ------ ------ — — --- S GAS S GAS — GAS — GAS —-� GAS — GAS — GA GA _ GAS — GAS — � — GAS — GAS G GAS -- GAS S AS V — —— — — — — — — GAS GAS GAS GAS �GAS �� GPS — — GAS GAS Q -- - ------ --------------------- _AGAS �`---+-rte GAS GAS — GAS — GASG — GAS ----_--_-- - — — — — — — a PROPOSED 35' EASEMENT EXISTING 50' ULTILITY EASENEMT C/L OPOSED LINE 434 30" NA RA GAS PIPELINE '``, ADDITIONAL \`rem X TEMPORARY WORK SPACE EXISTING 25' EASENEMT DRIVEWAY N - _ _ WETLAND WEr — - WEr BOUNDARY — - — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ___ ___ —oe OE— ELECTRIC -� --- TELEPHONE WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uni ---- uTv- TV PERMANENT WETLAND (PEM) _ PERMANENT---- CONTOURS - - ACCESS ROAD----'�----T�- TOP BANK EASEMENT vo----vo- FIBRE OPTIC CONVERSION IMPACT WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ DISTURBANCE WORKSPACE EDGE -ems__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING WETLAND (POW) ADDITIONAL EMP - - ACCESS ROAD - DITCH POND STORM SEWER IMPACT WORKSPACE 0 0 N 818+00 819+00 82000 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831+00 832+00 833+00 834+00 835+00 836+00 O 0 320' u 320' ui o U 300' 300' CD U7 J Q H Z 0 280' 280' N 0 NATURAL GROUND C/L DITCH C/L DRIVEWAY LU 260' 260' w LL LL 0 CD 00 0 240' L 240' 0 T-6" MIN. COVER 5' MIN. COVER 3'-6" MIN. COVER 220' 220' w PROPOSED T.O.P. LINE 434 30" S MIN. COVER o Q NATURAL GAS PIPELINE coU 200' 200' U > 180' 180' 0 MATERIAL o 1800' CD + + CM1 1 CM4 CM1 ao CONST. METHOD w co CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 38 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - r6l I I PLAN STA. 818+00 TO STA. 836+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECHWOUS Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001272 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER CD 2320 (h 2390 LO SNEADS GROVE RD 0 2460 OWNERSHIP WALKER FARMS INC (HEW FULTON, MGR) SINCLAIR CORPORATION/HEW FULTON N SR-1105 N SINCLAIR CORPORATION/HEW FULTON c, CD 0 00 00 00 00 ACREAGE c� o' o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001031 w w � w w o Z OZ od CD ZZ W J O O� O" W H U U C� OZ J W LU Z LU0 ZwQ (D J W w OO H Lu Y�}QTY YQWw w N Z Z Q Z M J Z ry J Q Z Q = LL ~ Q LL = Q Z > M J Q JZZUZ Oa' W OZUZ Z>J > z ~C Q W U a Q � O 0- a O _ z aWm~mwazwm~mw0 w (D O "M00 M-ja a0 C)�� ~ � 2 � U O CL U -j m w ��O�OQ��Q0�0�=� z _ Q m U��U�wWUw�U�E2OU IEL2 O LC) I- O (o Ln + + + Cl) Ln O 0 + + (o o) OLnh M(o (oh00 c') (0 OM O O O Cl) (0 M T T N M CO 7 Ln (0 (O I-- r-- r'- O Ln 0 O t t t t t + t + + + + + + + + + + + t (0 (0 co co M M 0 0 0 O N M 0 0 O O �NNNNN NN N N N N NN O co 't Lo Lo mmmmmm mmmmmmmm Ln Ln Lo O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - SCOTLAND COUNTY, a -- NORTH CAROLINA77 _ a � NcA _- _ - DbA NcA I � DpA 2460 _Z�sZ J 150'x 35' ADDITIONAL U► 150'x 35' ADDITIO AL o ON �..k TEMPORARY ° TEMPORARY TIN WORK SPACE ` WORK SPACE o \ 701 853+60 PI < 61'43'25" RT. u 2320 AC 25� — — — — — — `� 1 - — '� m \ a OU O —.�. -- --A` — — — — — ——---------------—----- — — — — —— ---- �- ASEM •A \ O W i. o — 60' TEMPORARY M\ BUILD WORK SPACE O A� ( 11 0 O Q A� BUILDING 848+00 � 49+00 845+00 6+00 7:847+00 1 m\ g+ I I 1 \� 8 3+00 OQ 850+00 851+00 k yQr \ ds 842+00 43+00 844+00 b 00 W 837+00 839+00 840+00 841+00 �� q-Wr---r'� , , 'CP'' g FIE v DITCH = _ _—_� � �� \ _ _ 150' x 25' ADDITIONAL �\ TEMPORARY ( G NcA \ C/L PROPOSED INE 43 0" \ ` WORK SPACE ADDITIONAL TEMPORARY s 836+65 I < 13°38'37" LT. \ O/H POWERLINE \\ who\\\ DbA NATURAL GA P LI WORK SPACE ii G\ O GAS \ \\\\\\ Is \ \ \\ qS\ 4 \ °c` AAs \\ GoA G JOW '7 - / \ \ \ \\°P GAS \ \' \cq\- \\ DITCH c s •� GAS Cis \ THE PIPELINE INFORMATION SHOWN'\\�qs G \\ qS — � _ WETLAND cis - 0<1---- \ c BOUNDARY — \ PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD __-- uT---- uT- —OE—OE— ELECTRIC TELEPHONE ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS _ G� \ \ AS AS 91 �\ WETLAND (PFO) �` As EXISTING SOILS cns — PL PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- m ---- �- TV FROM VARIOUS SOURCES. AECOM DOES NOT GUARANTEE THE I \GqS \ \ c ` \' \cis AS\ WETLAND CONTOURS - PERMANENT - __�____�_ - -- TOP BANK ---- vo---- vo- FIBRE OPTIC PERMANENT ON ACCURACY OR COMPLETENESS OF '/ o (PEM) F �qs GAS ACCESS ROAD EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE \ \ GqS� LIMITS OF TEMPORARY ACCESS ROAD CONTRACTOR'S RESPONSIBILITY TO o cqS WETLAND (PSS) F � � \ � �\\ GAS — — — — —----ee---- BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND cqs q �\ G GAWETLAND (POW) ADDITIONAL TEMP ACCESS ROAD POND - - - DITCH CLEARING IMPACT STORM SEWER PIPELINES PRIOR TO EXCAVATION. / ., qs WORKSPACE EASEMENT 0 O N 836+00 837+00 838+00 839+00 840+00 841+00 842+00 843+00 844+00 845+00 846+00 847+00 848+00 849+00 850+00 851+00 852+00 853+00 854+00 - O u 320' 320' Iii o U 300' 300' CD U) J Q H Z U 280' 280' N o NATURAL GROUND C/L SNEADS GROVE ROAD 3'-6" MIN. COVE w 260' 260' w LL LL W 240' L J L 240' b T-6" MIN. COVER _ _ _ _ ii 5' MIN. COVER 220' 220' J PROPOSED T.O.P. LINE 434 30" PROPOSED BORE @ SNEADS GROVE RD CD 0 NATURAL GAS PIPELINE (SEE REF. DWG. PNG C-434 0001031) J 200' 200' U > 180' 180' 0 MATERIAL o0 1596' 851+g6 100' 852+g6 104' 00 CONST. METHOD + 000 1 CMI 2 1 CM2 CM1 + 00 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 39 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 836+00 TO STA. 854+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD AtNatural COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001273 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2460 2460 Q OWNERSHIP 0 SINCLAIR CORPORATION/HEW FULTON LAUREL HILL CHURCH RD SINCLAIR CORPORATION/HEW FULTON 0 Q + (SR-1321) + O°`co 00 O ACREAGE LD E EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001032 � z wow w J J af0of o6 00 U0�U U 0=0 CD Z > .-. U) 0Jo QQ > Q Q z Z > OQ T M M Q M J a' JOLL LL LL LL LL (1)W U) W Z Z LL ZOO z 0 ZO 0 K z 0 z LL W U � Z WDMEMW<wm��mmm0 QQ O Z U W Q (D a 0-(D (D w two oo-Jo000000 z z w Q 2 m �(��(5-�w(5-w�mm��m w w m O O h Lf�N�f�MLf�Lf�CONLf�N�CO f�� Ln O N O N O O t � t t t t t t t t t t t t t t t t t t LO Lo (O (O (O (O (O (O (O (O (O (O (O 00 00 t M t Ln 00 Ln Ln LnLn Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Lo Ln Lo Lo 00 W W W W W W W W W W W W W W W M M CO 00 CO 00 SCOTLAND COUNT NORTH CARO A AuB NoB - NcA CoA � I �� 2460 b 150'x 35' ADDITIONAL DpA 150'x 35' ADDITI NAL CNN ; TEMPORARYII�ff TEMPORARY WORK SPACE I i ell i WORK SPACE _ o lilt _ It ill I �_III I I b--------- Ll J QIt CPROPOSED — — — — — — — I — — — — — — — — — — — — — ---------- 70'EASEMENT G Q + 60' TEMPORARY I ORK SPACE i lilt 60' TEMPORARY SPACE z ' i i i WORK 0 N � — — I I I 11 I I w O { L W Z00 i i I 1� I CID 855+00 85 I I� 857+00 858+00 859+0 860+00 861 +00 862+00 863+00 86 Z Q II 126' J a — -- -- -- -- — -- -- -- ' dr Q = m I 75' H C/L PROPOSED LINE 434 30" ADDITIONAL w 0 150' x 25' ADDITIONAL NATURAL GAS PIPELINE TEMPORARY / WORK SPACE -a 2 TEMPORARY WORK SPACE 4pp 0.� / CoA \ ` - p� \ pC M4 200'x 25' ADDITIONAL a TEMPORARY �M/b y WORK SPACE I 414 d� 7, 16t I r WEr WEr WETLAND -— BOUNDARY STREAM PROPOSED _ _ EXISTING RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD TELEPHONE oe OE— —ELECTRIC -� -� THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS 3 a I f WETLAND (PFO) SOILS EXISTING cns — PL PL— PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- u,v ---- uN- TV FROM VARIOUS SOURCES. AECOM PERMANENT DOES NOT GUARANTEE THE ° I -� ' WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- EASEMENT Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO r a I // WETLAND (PSS) / �� LIMITS OF TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND _ A -- I / // WETLAND (POW) j POND ADDITIONAL TEMP ACCESS ROAD - - - DITCH WORKSPACE EASEMENT STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. a / �� 0 0 N 854+00 855+00 856+00 857+00 858+00 859+00 860+00 861+00 862+00 863+00 864+00 O 0 u 300' 300' Iii o U 280' 280' O U) J Q H z O 260' 260' N 0� C/L LAUREL HILL CHURCH ROAD O LI-1 240' 240' w J b NATURAL GROUND J U- 0 U- 0 CD 0 220' 220' L-- o II --� 5' MIN. COVER 3'-6" MIN. COVER 200' 200' J T-6" MIN. COVER PROPOSED T.O.P. LINE 434 30" PROPOSED BORE @ LAUREL HILL CHURCH RD NATURAL GAS PIPELINE co J 180' (SEE REF. DWG. PNG-C-434-0001032) 180' U > 160' 160' 0 MATERIAL g 180' 855+80 100' 856+80 720' o 1 2 1 + CONST. METHOD °D CM1CM2 CM100 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 40 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - Q WOUS PLAN STA. 854+00 TO STA. 864+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001274 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2460 2480 r Q OWNERSHIP o SINCLAIR CORPORATION/ rn PHILIP H FUTRELL & o } < CD ++ HEW FULTON + ELLEN W FUTRELL 0 �O C0 w (O w M o O 0 ACREAGE LD E EASEMENTS PROPOSED 35'& EXISTING 50' PIEDMONT NATURAL GAS PROPOSED 35'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 35'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 35'& EXISTING 50'& 25' PIEDMONT NATURAL GAS REF. DWG. NO. z YY z z Y z Z z2 2Zz < <<< Q< Qz< aW c� << z z mm 1 w�J m �m < < �� z z w 0 ww J J Z 9 WYOOY W W w w ww O O w LU LU LU �YO �0Y �W W 3: (n W w Z z _z � Q J O Z �� °Loa JQOOQ W �O Z w Y LL =LL Z LL0LLZ Z LL LL IL Z LL IL LL Z 0<ot0o< 0<0� � 0 <�00<000 � _ W U v am��m 0- 0- Oa a O wm�C,LU wawa a w MEwwmwww a O O U W a O < CY0000 o _ Of 0M� 0 a C7 CDO 0 a oom000 coo coo O-jOw' 0Y 0 0000000 0Y < 2 � UHmmH a 0 C w�mC5_wm� LU LU5 C) w �Uwwl_wWw C) 2 O It La OItl'-O 0) O O Cl) (a(O I�I�I� N O 00 I__ (0MItO)Cl) It 00 00C) U') I- O O(0 14- O� L MM00T�� M�(a(a � 11-MM a M NNN (a O O O t t +++++ t t It It La La La La La O O t h ++++ t t t ++++ + tt t t t+ t + It It La La La La La O O Cl) t O (0 CO CO CO CO (0 (0 (0 (0 O 00 00 00 00 00 00 O O (0 O I'- I'- I'- I I I I I— 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O 00 00 00 00 00 00 00 M O ems' V SCOTLAND C UNITY, - _ �� NORTH CARO NA � O % q' N _ / M - -- M --- - ------ N bo - N 240 164' x 65' ITIONAL ___TEM _ ARY - WORK S CE b CNIo NoB 2 80 G Ii 2460 /e WETLAND RPWI3 -- S REAM S12 f Li e` L PROPOSED LINE 434 30' UT TO ITH CREEK < N TURAL GAS PIPELINE o---- ------- e—'— ------ ------------------- -------------------�------------------- —� -------------------------------- �� ,�._ \� }� 0 N �'tO� Llli /ems lilt I? 90' TEMPORARY lCO � :. DIRTCAD O e� �6 WORK SPACE PROPOSED 35' PERMANENT ,a / CA = �`'-I / lilt / EASEMENT ~ ��LU o O 872+00 873+00 874+00 �a0�0 876+00 877+00 I 878+00 87 00 88 +00 881 +CO � 882+00 8 3+00 884+00 885+00 886+00 887+00 888+00 889+00 89 J �► 865+00 866+00 867 0 868+00 869+0 870+00 871+00 ^ ., �' /1/ r' /� - - - J �- GAS 0� GAS — GAS GAS GAS — GAS GAS GAS — GAS — GAS GAS GA GAS — GAS — GAS GAS — GAS — GAS — GAS — GA`.' �� \ GAS GAS — A GAS — GAS — GA GAS — GAS GAS --- GAS GPS GAS GAS GAS GAS GAS — GAS — GAS GAS — GAS GAS GAS GAS GAS — GAS — GAS GAS GAS 0 —GAS GA —GAS —GAS '-- GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS — GAS — GAS GAS GAS AS GAS GAS --_ - _ _ — _ _ _ — _ _ — — _ _ GAS - _ — � GAS — GAS G S —GAS — GAS —GAS —GAS G —GAS—GAS— ,, �- GAS — GAS _ _ — GAS —_ GAS GAS —GAS _GAS y - - GPS AS —GAS --- i - 11J--------------------------------- �--i------------- ----- - -- ------------------------- z GPs/ / DfST. 20" LINE 175 a-/,- 6 -�'- �- / EXISTING 50PIPELINE EASEMENT 1 I WETLAND WI5 ' m I / / / � � � � NATURAL GAS PIPELINE GPS / / o� , GPs � ---- a / I i EXIST. 16" LINE 1 / WETLAND 15 NATURAL GAS PIPELINE EXISTING 25' PIPELINE EASEMENT m / ACCESS ROAD AR-27 242' 6� 864+34 PI <45°00'00" LT. G / /GPS/ � G/ >-N EXISTING / e� NcA CULVERT I WETLAND PROPOSED EXISTING -WEr—WEr— — STREAM - - a^ RIGHT-OF-WAY BOUNDARY PIPELINE EASEMENT OVERHEAD —oE OE— ----uT----uT- TELEPHONE ELECTRIC I ORATION OWN o�/ 0 A IS A COMPIL TION / / EXISTING OFD ROM DRA ING / WETLAND (PFO) SOILS GPs PIPELINE — PL PL- PROPERTY LINE X FENCE W WATER LINE----u,v----�- TV FROM I ` CES. AEC PERMANENT DetS N THE S °� / PERMANENT - WETLAND (PEM) CONTOURS -- - ACCESS ROAD----'E----TE- TOP BANK ----vo----vo- FIBRE OPTIC CONVERSION �b I IMPACT THE INFO IT IS ONTRACT ILITY L CATE AND IRM E H - - -- _ _ _ _ _ _ WaB O LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — —----88----BB- BOTTOM BANK ---- Wa6 / I DISTURBANCE WORKSPACE EDGE O ss---- ss- SAN SEWER TEMPORARY CLEARING LO ATIONS OF LL U ITIE ND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH / / WETLAND (POW) POND STORM SEWER IMPACT PIP INES PRIG TOE AVA 0 \ \ / / WORKSPACE EASEMENT b 0 N 864+00 865+00 866+00 867+00 868+00 869+00 870+00 871+00 872+00 873+00 874+00 875+00 876+00 877+00 878+00 879+00 880+00 881+00 882+00 883+00 884+00 885+00 886+00 887+00 888+00 889+00 890+00 O 0 u 300' 300' Lii b 0 280' 280' O (nWETLAND Q WETLAND RPWI3 WI5 < DITCH z O 260' 260' N p 3' 6" MIN. COVER 5' MIN. COVER 3' 6" MIN. COVER STREAM C/L DIRT ROAD 5' MIN. COVER T-6" MIN. COVER STREAM S12 T-6" MIN. COVER LU 240' 5' MIN. COVER UT TO LEITH CREEK 240' w U_ U_ CD aD 220'MIN. 5' MIN. COVER 5' COVER 220' PROPOSED T.O.P. LINE 434 30" 0 I I NATURAL GAS PIPELINE 200' 200' Lii J O < coU 180' 180' U tY > 160' 160' 0 MATERIAL g 2600' o 0 CM1 CM4 CMI CM2 CM1 1 CM4 CM1 CM4 CONST. METHOD °D CO CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 41 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED — ACCOUNT NUMBER - QQ WOUS PLAN STA. 864+00 TO STA. 890+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001275 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2480 2500 r Q OWNERSHIP o PHILIP H FUTRELL & N WALKER FARMS INC o } + ELLEN W FUTRELL + (HEW FULTON, MGR) o < O C) M w (a °' o (0 rn O ACREAGE 0 o' o' EASEMENTS PROPOSED 35'& EXISTING 50'& 25PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 35'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 200' IMPACT REF. DWG. NO. 0 0 0 0 0 C� z_ z w Q z w w z z Q z Q z Q 0 z_ Z W J W < < W W W CO W w Z O z W Y >- 3: 3: 3: 3: 3 Wch W �:z O � O < - Z J z < ~ U- w 0 U- U- O U- U- O O U- O Z (n J; Z LL J O= Q C/)U = a Eo a w w w w w w a o a w U c~/) Q O a O O (D 0-1O 0 (D 0 (D 0 (D (D 0 0 (D 0 O v - O 0 0-1 p < 2 U a w w w w w w Ua U w2 O O N (O I— N Cl) (n O O) W of O O W Cl) N N (n (O � �O N W O t o t N t M t t (f7 . t t t O O t t t 7 V t t t (U')(U')(O 00 W OM 00 W 00 00M 00 W M 00 W M 00 W 00 O W O O O 00 My) M� - SCOTLAN COUNTY, - NORTH CA OLINA -- \ >o, 226 �Q N O BaA � N 2 'ADDITIONAL TEMPORA \ P WORK SPACE 36'x 65ADDITIONAL TEMPORARY 2480 I 90 PI < 03°43'33" RT. Nw 2500 ry`�4' o WORK SPACE N C/L PROP ED LINE 434 30" o _ >a I / NATURAL G PIPELINE _ ---------------- ----- _ — ----- --------------------- o o Li J ----- - - - -- �`� ------ a 35' PERMANENT 90 TEMPORARY �(o WORK SPACE (� _ , O Q NoB - L� EASEMENT O O —��—� N O e�-__ -- i _ —�F(� 0+ 90 0 0 904+00 905+00 902+00 903+00 906+00 907+00 908+00 -----O 09+00 CO sl-- �897+�0 -�----e�---SSS-Bc---� = �� X95+00 �-1196+00 no8�^ - 99 ,0 22'L' 1-- - - ---_ 910+ 00911+o+00 913+00 o W 00 � - _ _ _ - - —�� \ a .�-. - - r — GAS GAS GA� GAS ', GAS _ - - - - - GAS — G GAS — GAS — - - _ — GAS — GAS _�— — GAS AS _ _ -- -- GAS GAS GAS __� GAS 2AS —GAS GAS — GAS�� GAS � GAS � GAS —GAS — -- -- GAS — GAS — GAS GAS — GAS — S GASGAS GAS —GAS 914+00 - - 15+00 -- - - � - _ GAS — GAS — - - - - ------------ - G " _ ��f� _ GAS GAS — —GAS — GAS � D_ GAS — GAS — GAS GAS — GAS — GAS — GAS \ - — G GAS - _ - - _ _ _ - -Ga-� — - _ — _ — _ - — r_ - _. AS GAS GAS Gq _ S GAS GA GAS GA T GAS — Z GAS , ( a c - pfr�9s-- - ------_---- = _-----=.=---- GAS _ GAS GAS GAS GAS GAS --- G AS V GAS— GAS— GAS GAS GAS— GAS— GAS— S GAS S_ --IAS- -" -GASB'-G AS----oT-�--eac— __ -------------- - —_ - GAS GAS GAS -------_-----_-----_-_ - - — AS GAS GAS ---_—__--- GAS GAS GAS =---- _---- _--- -- -- -- - -_- -- ---------------------- GAS a -------- ---------------------- EXIST. 20" LINE 175 \ � - — __ _ EXISTING 50' PIPELINE EASEMENT ------� Q NcA NATURAL GAS PIPELINE EXIST. 16" LINE 1 NATURAL GAS PIPELINE a WETLAND ` WI4 \ EXIS G 25' PIPELINE EASEMENT WETLAND 13 of N / N � N --- --- (1j a O i a a WEr WEr_ WETLAND _ — — STREAM BOUNDARY PROPOSED _ _ EXISTING w RIGHT-OF-WAY PIPELINE EASEMENT of OE— OVERHEAD UT____uT_ ELECTRIC TELEPHONE THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS a / WETLAND (PFO) SOILS EXISTING GPs PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE----uN----uN- TV FROM VARIOUS SOURCES. AECOM PERMANENT DOES NOT GUARANTEE THE a •• WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF / EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE LIMITS OF WETLAND (PSS) TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO i -_ DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND T WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD _ DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. WORKSPACE EASEMENT 0 0 N 890+00 891+00 892+00 893+00 894+00 895+00 896+00 897+00 898+00 899+00 900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+00 911+00 912+00 913+00 914+00 915+00 916+00 O 0 u 300' 300' Iii o U 280' 280' CD U J WETLAND WI4 < WETLAND WI3 z O 260' 260' N O = T-6" MIN. COVER T-6" MIN. COVER w 240' w J � J 5' MIN. COVER p 5' MIN. COVER a 220' 7MIN. 220' COVER 5' IN. COV R PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE 200'- 00' 6i ui J co J 180' 180' U w > 160' 160' 0 MATERIAL g 2600' o + + CM1 CM4 1 CM1 CM4 CM1 CONST. METHOD o 00 cfl a� CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 42 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 890+00 TO STA. 916+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001276 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2500 2520 2520 r Q OWNERSHIP O CD WALKER FARMS INC M WESTWOOD (o `+ PLANT RD (o WESTWOOD ASSOCIATES o 0+ } Q ++ (orn (HEW FULTON, MGR) + co ASSOCIATES (HEW FULTON, MGR) N (SR-1301) + N (HEW FULTON, MGR) v 3:�p o 0 0 0 0 0 ACREAGE LD E Io' EASEMENTS 200' IMPACT PROPOSED 35'& EXISTING 50'& 25PIEDMONT NATURAL GAS PROPOSED 40' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 40' PIEDMONT NATURAL GAS PROPOSED 35'& 70' EXISTING PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001033 a� Ow w w w p� C) C) U U O (n I LU li a Of o a a O O CD `10 g 0 0 Z Z Y 0 0 YU U Zw < < < Z w0`'' wZ 0 z m0 a < < J H HY m <Z<O< Zm < < z O z_ LL LU U) w w� Of w LU �< a w LU Of wj L` z _0 Q JZ�ZUaZ Z Za0 a Z ZLL LL ZZ ZaWZa j2ZLL0 Z M J 2<O<f- < � �O< O �O<O <1 �Ow<O 00<0< LL < = I- H I– � Oma_j -wm a aw0 w a N a_LU LU �ma awaJw aHmwOwm- m N U cn <000w-C)0 � �pp� 0 0 �DOCIO�00� �Dofa0�=000�DO��O < 0w� U 0wo w U a 0wwm600�_0 UwaUwE2OmwUw�UE2PE 2 O� X000 M MM00 Ln h N iz(O O MLOOO h�(M0h(0w �* OLnh OLn(OO O O ONN MMS N Ln I__00 O M 00 ISI__ 00 000000 Icy) 'IT Ll70000000 7 N M M�� I O + + + + + + + + + + t + t + + t + + + + + + + + + + + + + + + + + + + + t + (O (0 (O (0 (O (O h 0 0 0 O O Ln Ln Ln Ln Ln Ln (0 00 00 00 00 00 00 00 00 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N co 000 000 0 000 0 0 0 00 0 0000 0000000000000000 0 0 a SCOTLAND COUNTY, � O q q! NORTH CAROLINA a L \ \a °!\ 150'x 35' ADDITIONA \ TEMPORARY >d q! \ WORK SPACE 931+70 PI < 21°36'55" RT. ) d o NoB >d N _ q 00 ! X76 �a o li WETLAND RPWI2 \\\ 90' TEMPORARY J ! WORKSPACE — 932+Op — o Q ` ` / �,\ \ \ 1 ��\ \ / g+OQ – 933+00`�� 4+00 s—PROPOSED 35' O i \\ 935+00 ��PERMANENT EASEMENT O O } .II i 3p+OQ r GAS ��S 936+ �- 00p I � I i `N, � 9 / � cPs � cas � f cas ' 937+00 � z Iii - ��R .�. (p I I STREAM S11 921+82 PI < 29°52'10" LT. � / GPs / 938+ �— I\N GASGAS OO N UTTO \ 939+ooO �` cascas y1AS IRT ROAD i cas IIaLEITH � �� " _ s/ caste �940+0�O II GP GASCREEK I\�OP i� 9-- __— GASB cas941+oo �� cas GAS —cas— Gas _-_� \C/L \ zGPS � _ GAS � PROP SED LINE 434 30"--------- -_ _---- GAS -�1 +00 i G / �� --------------------------- cas \ NATUR L GAS PIPELINE GAS \ �i 91g�``\ /�= s ,;GASS\_ 919oP�----_--_--_--_ a �/- / \ 5Q / -- GAS \ \------- �� has \\ \ /" \� P EXISTING 70' PIPELINE EASEMENT - AS \ G S �0+ f'� L Gas AS\ +oo / \GAS GAS \ \ 921+00g23 . . - � �� `;� UAS / /G t 2kQQ / CoA \� �\ EXIST. LINE 175 20" - WETLAND WI3 �- GAS \� \ , ADDITIONAL O \ NATURAL GAS PIPELINE q o \ O \ c GA \ \ TEMPORARY // \�"'a ! �\ \ Gas , \; \ _ WORK SPACE a� > Gases Gqs Gas \ , EXI . 16" LINE 1 _ / / EXIST. LINE 1 1 '-� \ Gas \ �� GAS / NATURAL GAS PIP NE �' � =�\ \GAs NIL. 3N,B ___ / GAS �' Gql\� \ 238 _ \\ ♦� GAS GAS GAs = _ GAS GAS GAS GAS GAS - - --� cas OAD \ ♦ GAS GAS' \ _-_ _ _ GAS —1- w --�- _ -28\\\ GAS _ _ - \ _ GAS q 0 -kZNj\\♦♦-./,' - �� _ - _ _ � GASB ... LyA ♦`\S `7 WETLAND PROPOSED EXISTING OVERHEAD L�\ _ _ _ ___ \ � «r:r-� oe DE- BOUNDARY — — — STREAM PIPELINE EASEMENT RIGHT-OF-WAY —ELECTRIC -'n -'n- TELEPHONE THE PIPELINE INFORMATIO ♦\ ON THIS DRAWING ISA \ EXISTING w WATER LINE ----my----uw- OF DATA OBTAINED ♦ WETLAND (PFO) SOILS GAS PIPELINE — PL PL— PROPERTY LINE X FENCE TV I \ \2, FROM VARIO U ♦ PERMANENT DOES NOT G \ ♦\ \ WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK---------Fo- FIBRE OPTIC CONVERSION ACCURA - EASEMENT IMPACT \\ ♦ �\ - LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD WETLAND (PSS) -B-__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY � � DISTURBANCE WORKSPACE EDGE ♦♦ CLEARING \♦\ _ \ ` I WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH STORM SEWER IMPACT WORKSPACE EASEMENT 0 O N 916+00 917+00 918+00 919+00 920+00 921+00 922+00 923+00 924+00 925+00 926+00 927+00 928+00 929+00 930+00 931+00 932+00 933+00 934+00 935+00 936+00 937+00 938+00 939+00 940+00 941+00 942+00 O u 300' 300' 6i o U 280' 280' O U7 < WETLAND WI3 WETLAND RPWI2 Z O 260' 260' N C/L PLANT ROAD 240' STREAM S11 C/L DIRT ROAD DITCH 3' 6" MIN. UT TO LEITH CREEK 5' MIN. COVER C/L DIRT ROAD 5' MIN. COVER 5' MIN. COVER COVER 240' w J_ w J_ LL a 00 --� LL a 220 —� 220' 5' MIN. COVER 5' MIN. COVER PROPOSED BORE @ PLANT ROAD PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER (SEE REF. DWG. PNG-C-434-0001033) II NATURAL GAS PIPELINE 200' 200' 6i J < O CIOU 180' 180' U > 160' 160' 0 MATERIAL 00 1268' 928+68 100' 929+68 1232' o Q0 1 2 1 N CONST. METHOD CM4 CM1 CM4 CM1 BORE CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 43 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 916+00 TO STA. 942+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001277 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 2520 2540 2560 2580 2585 } Q OWNERSHIP O WESTWOOD ASSOCIATES co ROBERT SNEAD & co US -15 / US -501 / r` WALTER McRAE & N Z V PATE, INC co EDGAR STEWART TRUST o } Q CD ++ (HEW FULTON, MGR) (+° MINNIE SNEAD 6+' ABERDEEN RD + GAIL M McRAE + (HEW FULTON, MGR) + �+ LL N Lai r- O O N O 00 O ACREAGE LD o' o' EASEMENTS PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001034 w w w LU ry U U Z Z 0 0 (� Z_ w YUP UY Y w QoLO woQ Q w w w Z Z J Z ZZ Z < « w < J J J J J c� Z Z LU Z J 0Z Z Z_ J m O? 11 J -<m m J LL LLJ J O Z w w w J LU w Z O Z ZF- wZU��WH�U2UYw H H LLU Z o F- Z O Jw -� Ln W L' �U�Z� J Z O J w LL w O M O 00 O cn = U as OJ0 U)CL.100�0<0 w LU aa�w0Wawo�ma a a a O a LU w ww a w M _ U cn � < OO ww = OH0 w0(� �o O O WOD-jmwo00�00=�w w O w � O af (D 00 0 (D v 0 00 w 0 � < 2 00-o OUCOwU<awm6miO�a 0- U U w ww a w a 2 O O c')00 L0 al( co O �NOOON mco�M O co M I`O N co Ln IM7NI- N N7 � �OOO� � O O Ln (n O U -)co M � c0 I` Ln I- O O O + N + + L Lnn t h + + + + + + + + + + t + + + t 00 00 00 00 00 00 00 M M M M M M M + N + + M co + t + t + t O O O N co Lf) t 00 V O V V O O V O V V V V V V V V V V V V V V U') O O O O O 0 0 0 0 0 0 0 0 0 O L() M U') L(1 M- O L(1 (O (o (O w (O O MM O O O (O O 1 I /SCOTLAN COUNTY, 'd - J - o_ QNORTH CA OLINA / Q D- G CoA eV Id Q CL —71d _ ld ld — ld — Id / \�o — ld — ld — ldl d Amw- a I NcB 0PL�q Qvs a \ Qv I — PL?" PL v o ID _ pL P� 150'x 35' ADDITIONAL ( a Z Q„ DpA o u >d TEMPORARY WORK SPACE U I w 0 = \ >d a W w Q >d 90' TEMPORARY U m 0 I < 2560 0 150'x 35'ADDITIONAL TEMPORARY a 2580 WETLAND WI2 \ 25 5 � o (U _ � � _ — _ d\ �� WORK SPACE Q., PL PL PL WORK SPACE I p � NcA o NcA r PUA < 0 --_--- PLv PL—PL—PL—PLJ per/ I� 0 o N �,d 35' PROPOSED I J I I 1 — _ _ _ _ _ _ _ _ p C/L PROPOSED LINE 434 30' p� NATURAL GAS PIPELINE 0 W 60' TEMPORARY \ N 9� = W 00 � 943+0944+0 PERMANENT EASEMENT .Z WO—RK— SPACE ' O 945+00 d mII / —ACE — -- -----------------N ----- q cns _ GAS GAS — «� 946+ 00 947+0��94 +00 I o I II m I I p� A GAS GAS — GAS _ �� cns Td �sgs Q 49 Q 950+00 1 951+00 P �� A 1 k a C G -- — -- — — G cns GAS W SI � I S GA� / 952+ 00 953+00 _ 954+00 955+00 T / */2' /ei4+00 0 GAs_ cAs—�� GAS 956+p0 957+00 958+ 959+00 \' 9 + +0 0 9 + 965+00 6x0 ----------- GAS GAS GAS GAS � q - 2520 O----- -- \� i i -------_ --------- GAS � GAS GAS G AS ASS GAS \`\ PROPOSED 7\ A cqs \ PERMANENT —ld m �o EXIST. LINE 175 20" i NATURAL GAS PIPELINE '-�--\ 04 - EASEMENT �--�- s\ s`\\ A� 65+98 PI < 33'30'10" LT.- 542'x 50' ADDITIONAL TEMPORARY —ld —ld I \ - -- \ I EXISTING 70' --�--\ \ \ A� WORK SPACE /oE/ PIPELINE \ cis \ EASEMENT � 3 rn —— _ WETLAND BOUNDARY — PROPOSED _ _ EXISTING STREAM RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD ___-� ----�- TELEPHONE —.Eoe ELECTRIC r 0 0 M r , / WETLAND (PFO) EXISTING SOILS GAS PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE----u,v----�-TV FROM VA C - PERMANENT (SFS N()T C I IARANTF� WETLAND (PEM) \ PERMANENT---------�- TOP BANK CONTOURS - - EASEMENT ACCESS ROAD ----vo----vo- FIBRE OPTIC CONVERSION - _ - - \ IMPACT ans _ Z:_ — - GAS _ _ — _ cns — _ - cns GAS—_ I 1 �a / \ WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----EIB----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY _ _ — GAs��- - _ — PL— PL— P� I� CLEARING __ _... _ ..._. _.. _ _ ...... cns cns _ GAS - OAS _ _ _ WETLAND (POW) ADDITIONAL TEMP ACCESS ROAD DITCH POND _ _ - WORKSPACE EASEMENT STORM SEWER IMPACT GAS GAS 1 O 0 N 942+00 943+00 944+00 945+00 946+00 947+00 948+00 949+00 950+00 951+00 952+00 953+00 954+00 955+00 956+00 957+00 958+00 959+00 960+00 961+00 962+00 963+00 964+00 965+00 966+00 967+00 968+00 O u 300' 300' 6i o U 280' 280' O (n J a Z 260' 260' C/L US -15 / US -501 / WETLAND WI2 � 0 = 3' 6" MIN. ABERDEEN RD 3' 6" MIN. 3' 6" MIN. w 240' FCOVER S MIN. COVER FCOVER 5' MIN. COVER COVER 240' w LL J_ LL 00 L L a 220' --J --J 220' PROPOSED BORE @ US -15 / US -501 / PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER ABERDEEN RD (SEE REF. DWG. PNG-C-434-0001034) NATURAL GAS PIPELINE 200 200' 6i J O < coU 180' 180' U > 160' 160' 0 MATERIAL Oo 582' 947+82 180' 949+62 1838' CD N 1 2 1co CONST. METHOD CM1 BORE CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 44 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 942+00 TO STA. 968+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001278 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2585 2590 r Q OWNERSHIP O o EDGAR STEWART TRUST O McFARLAND RD O O EDGAR STEWART TRUST O o } Q + (SR-1323) O00 00 00 C14 O ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001035 w w w LU UU p p Z <Z 0 00 CD < < w w"wp 0 Z W W J 00-40 z _O H w ZW JZ W�Y Y 3:W Za = LL O W LLLI WY CL Y O Z Z =Wa~ a= O J CD _O � =J Ua J0<�< OJ a-LULU a_ _ O JQLU LU < a 0- LUagwom co U cn �O <ry 00a- a CD0 ap06-0 p� Oa CD0 CD a� =�W0-j0p�-jp-j0� < 2U 0L wU 0 0DWCL0w0�- a 2 C) O O W NO It f'— I` O N O I` O O O 1— W W O)MM00NCl) Cl) V O + + CO CO + + + + +t + 6 0000 + + + + + + + + + + + + t t + In In In In In In ln(0(0(0(0(0 w N Coco O O t-- 00 00 00 00 W W O O O O O O (T) CO CO CO CO CO CO CO CO CO CO CO CO CO O O O O O O O O O O O O O O O O M SCOT AND COUNTY, Q NO H CAROLINA BaA / Nc6 � WaB waB LyA p�'� / GoA a WaB 23q, � / titi LyA >o e / NoB a / 228 TLAND WJ3 150'x 35' ADDITIONAL u\ 150' xg' ADDITIONAL / - TEMPORARY EMPORARY o WORK SPACE v2 Q WORK SPACE N n �o ai < L 60' TEMPORARY WORK SPACE \ \\ \\\ \ 5 \ \ O N_ 00 (a -I 0 \ 987+00 988+00 989+00 990+00 991+00 982+00 983+00 984+0 985+00 �\ \ \ \\\\ o 2 + 972+00 LV 0 969+00 970+00 971 00 Z 973+00 974+00 975+00 976+00 977+00 978+00 -- -- - -- -- -- 979+00 98 +0,1 9 1; -- -- -- \ I -- 23.4 -- \5I � i _ — / o \\\\ \ \\ - - -- -- -- - \\ \ \ 991+10 PI <69°00'00" RT. z a --+-- = PROPOSED 70' C/L PROPOSED LINE 434 30" 99 PERMANENT EASEMENT NATURAL GAS PIPELINE 150'x 25' ADDI IONAL 150'x 25' ADDITIONAL G o TEMPORARY co TEMP RARY WORK SPACE L� WORK SPACE \ _AP,�G�► WETLAND WI � z \ IZ 3 a CL � NoA \ PuA / 3 \ RaA � J .I _,Er—WEr WETLAND _ — — STREAM PROPOSED _ _ EXISTING wr RIGHT-OF-WAY BOUNDARY PIPELINE EASEMENT —oE OE— OVERHEAD _---UT ---- LIT- ELECTRIC TELEPHONE WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uw ---- uTv- TV PERMANENT _ PERMANENT---- WETLAND (PEM) CONTOURS - - ACCESS ROAD----'�----T�- TOP BANK EASEMENT vo----vo- FIBRE OPTIC CONVERSION IMPACT LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ WETLAND (PSS) DISTURBANCE WORKSPACE EDGE -ems__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CLEARING EMP ACCESS - - WETLAND (POW) POND - DITCH �� STORM SEWER IMPACT WORKADDITSONAL PACE EASEMENTROAD 0 O N 968+00 969+00 970+00 971+00 972+00 973+00 974+00 975+00 976+00 977+00 978+00 979+00 980+00 981+00 982+00 983+00 984+00 985+00 986+00 987+00 988+00 989+00 990+00 991+00 992+00 O u 300' 300' Iii o U 280' 280' O U) J < H 0 260' WETLAND W11 U/G TELEPHONE 260' 0 C/L US-15 / US-501 / ABERDEEN RD LU 240' LU LL LL 0 a 220' S MIN. COVER 5' MIN. COVER L — — J L — — J 3'-6" MIN. COVER 5' MIN. COVER 220' 0O Of o PROPOSED T.O.P. LINE 434 30" 2' IN. CLR. PROPOSED BORE @ McFARLAND RD NATURAL GAS PIPELINE (SEE REF. DWG. PNG-C-434-0001035) 200' 200' ui J O < co � U 180' 180' U > 160' 160' 0 MATERIAL CD1759' 985+59 100' 986+59 541' 00 1 2 1 N CONST. METHOD CM1 CM4 CM1 CM2 BORE CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 45 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - PLAN STA. 968+00 TO STA. 992+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECHWOUS Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001279 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2590 2590 2595 Q OWNERSHIP o EDGAR STEWART TRUST co LAURINBURG & co ROBERT SNODGRASS o Q + c+° SOUTHERN `+° +w 3: O RAILROAD o O ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001035 Qodo �_ CD Q Q Q Z W Q Q O Q Q Q Q J z z w O O m— m LL < -J w 0 O 0 o w z O � z J �� LLOLL 0 O>-Zz 0O Off wOfpw Z F- Z LL LL ZwQO o O c� YY O ZZ J O � � cn = <) O<O wow 0OQQwD=Q�0000 JOOLU a-LUas v v mm 0 H Q CD CD - �m�aQ�m�w�w O Z:) D- 0 0000:4 00 Q 0�0 w0w o0��00000� OfOUw caw 0- 0- HH 2 O O MM0 0 00 O�(000� �00000 ON O� 00 NNNNM Cl) M�L0 L0(0 000+ + m + r-- Cl)M + + + O + + N + + + h h h + + + + + + + + + + + + + + O O h 00 00 00 00 00 00 00 00 00 00 00 0 0 0 0 O N M M M 0 0 000 000 0 00000000000 0000 0 00000 000000 00�� O O 00 O a SCOTLAND OUNTY, - NoA \ NORTH CARO GoA � NA � 3 Wag NcA 240' d a 0 2590 3 259 150'x 35ADDITIONAL 2595 Cr o GoA 23(pc 150'x 35 ADDITIONAL TEMPORARY 3 WORK SPACE I - _ _ NcB � 0 TEMPORARY a 154'x 100 ITIONAL � co --- O N WORK SPACE I N TEMP ARY WaB KSPACE CO o a NoB U o z , 238 DIRT ROAn I + 1001+00 1002+00� 1003+ �0 _ � ____ - 60' TEMPORARY _ O N S�+0 999+00 8+ 1004+p 1005+p09+0 WORK SPACE co 996+00 = i --- -- 1006+00 •� e�95+00 6 ~ 55TE RARY+001001+96 00 993+00 1 PI 14°00'00" RT. I I -- _ 238• 1008+00 —=�1009+00I �_ WORK PACE I i m 101 r Q a Z _� N— III DIRT RO - _ 1010+0p �' 1017+d0 m _ p 1011+ p 1015+00 1016+00 - _ Cfl / mI 1012+pp 1014+00 __ �10 3+0 ;� 1 j ♦ NoA C/L PROPOSED LINE 434 30" I 70' PROPOSED O NATURAL GAS PIPELINE PERMANENT C z O m� / 234� — — J w — 23o 1 ACCESS ROAD AuB 1 AR-30 EASEMENT 1 1012+77 PI < 14°03'14" LT. I 00'x 35' ADDITIONAL O 0I LyA O I II TEMPORARY 94'x 25ADDITIONAL 1 1 WORK SPACE TEMPORARY 0 1 1 225'x 178' ADDITIONAL TEMPORARY WORK SPACE / U) Q �a0 1 II I WORK SPACE O S C AC ESS ROAD BIC -31 O ACCESS ROAD AR-29 dr+ / J I 1 / 40. 1 / / / a WEr_ WETLAND BOUNDARY — — — PROPOSED _ _ EXISTING STREAM RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD oe oe � ___-�- TELEPHONE ELECTRIC - / a WETLAND (PFO) SOILS GAS EXISTING — PL PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE----uN----uN- TV PERMANENT ITC UC / 3 WETLAND (PEM) PERMANENT---- CONTOURS - - EASEMENT - ACCESS ROAD----'e----TB- TOP BANK vo----vo- FIBRE OPTIC CONVERSION _ IMPACT I \ WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----ee---- BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY J CLEARING o WETLAND (POW) POND ADDITIONALEMP ACCESSROAD - DITCH STORM SEWER IMPACT R AV WORKSPACE 0 O N 992+00 993+00 994+00 995+00 996+00 997+00 998+00 999+00 1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+00 1011+00 1012+00 1013+00 1014+00 1015+00 1016+00 1017+00 1018+00 O u 300' 300' Iii o U 280' 280' CD U) J Q H 0 260 C/L CSX RAILROAD 260' DITCH 0 = DIRT ROAD DIRT ROAD DIRT ROAD w 240' 5' MIN. COVER 240' w J_ U- J_ U- 0O coo 5' MIN. COVER L- I � J 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER a 220 — — 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 5'M11 COVER 220' 11' MIN. COVER NATURAL GAS PIPELINE II PROPOSED BORE @ LAURINBURG & SOUTHERN w 200 RAILROAD (SEE REF. DWG. PNG-C-434-0001014 200' & PNG-C-434-0001015) Q CDco U J 180' 180' U > 60' 160'- MATERIAL MATERIAL o 0 567' 120' 997+67 998+87 1913' O N 1 2 1 co CONST. METHOD CM1 I BORE CM1 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 46 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 992+00 TO STA. 1018+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY NF REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001280 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2595 2780 Q OWNERSHIP o ROBERT SNODGRASS CD (0 US-401 / r? GREGORY McMILLAN o Q a+o o WAGRAM RD + v O O M O M O V O LL 0 H 0 ACREAGE H LD E EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001036 w w wo w Q z OO Z YYZ ��-%' CD d' W W W LU W <W Z Z < <<-j Z ZZZQ<ZQZZ _jZ LU LU 000 000 0� 00 LU -j w O J O Z J Z =ZWWW�O~�WWZZ=LLw OO�Z J O Q = JWP < H<WWW0�w0WW«�00 000<W = Q C U p HHH HH p a HH U OZF- a a 0 O0 as 0 ��(D Z U Q � � a UIWL� ��U�»�0wUa0w��UwwO�mmLwF-IWL 2 O O (O NMV V (O UOV 04 L0 00 04 (0 V L0 LQMOW NONN M 00 00 0') (0(0h 000000 0')C0 L0(0 (O(0hh 00 O O O + CO t Cl) ++ t 0 0 0 0 0 0 0 0 0 0 N N + V O N O NNN MMMMMMMMM MMMMMMMMMMMM M 000 000000000 000000000000 O V O —SCOTLAND UNTY, ' a / \ / J a NORTH CAROLINA WaB i ti� N LO Y N N 3 N N �N �N �N N N a J N o N � a 2595 Q 150' x 35'A ITIONAL - 150'x 35' ADDITIONAL d .9 OSPACE RARY TEMPORARYTE �< (;D o WOR ORK SPACE ETLAND WJ2 (N 1023+16 PI < 12°00'00" RT. ilk■. o�� -- ----- 60' TEMPORARY NoB W _ � ry WORK SPACE II m I YII � - to i --- X ` DbA e' ' — ---- O J ---- 119 I /� 60'TEMPORARY / ----- -- < —`_-- 0 WORK SPACE < ON 3 1022+00 1023 — 1024+00 1025+00 1026+00 1027+00 a 1028+0 1029+00 0 0+00 I I I I I ,"' Illi 1 X �' �hI I i PROPOSED 35' N PERMANENT EASEME BaA O O 'E Oz _—�� 1021+00 102 +00 _ - - - - - - - PROPOSED 70' - - - �y �-- - - �� 1 + p 1033+00 1034+00 _ _5 1035+00 - - �- c 1 6+00 1037+0 -r��,, 1038+00 1039+00 O Z __ 1019+00 PERMANENT EASEMENT ,,� GAs GAS— — GAS c f �� 1040+00 1041+00 ' O _— = +OO _ I ,. G� / As I GAS — GAS — GAS GA a GAS GAS — GAS — III 1042+00 - �� _ _ 1043+00 GAS 10 Q a . / - I WETLAND WJ4 I GAS — GAS — GAS — GAS GAS GAS — GAS — - ZW _ _ NcA O n C/L PROPO ED LINE 434 30 � 3 � G� _— � � — GAS AS GAS — _ GAS EXISTING 70' GAS GAS cAs—_cns—cns— _ •J GAS PIPELINE _ _- / / '�-a�-----------_ PIPELINE EASMENT GAS --------------------------------- �'/ a EXISTING ---------------__—__ Q OA CULVERT ------- EXIST LINE 175 20" a NATURAL AS PIPELINE % I , N I f9 - - i J a 3 � JLCA I i I I ' I a I I � I J THE PIPELINE INFORMATION SHOWN / I WaB —�-� _ WETLAND BOUNDARY — — _ — STREAM PROPOSED EXISTING PIPELINE EASEMENT RIGHT-OF-WAY ___ —OE—OE— ELECTRIC OVERHEAD ----UT -'�- TELEPHONE ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS / I I I WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- Im ---- uN- TV / I a FROM VARIOUS SOURCES. AECOM PERMANENT DOES NOT GUARANTEE THE f WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----TB- TOP BANK ---- vo----vo- FIBRE OPTIC F77171CONVERSION ACCURACY OR COMPLETENESS OF � a EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THEI WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----ee---- BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO I NGB - DISTURBANCE WORKSPACE EDGE I CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND I � I I � WETLAND (POW) _ _ POND ADDITIONAL TEMP ACCESS ROAD - DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. \ � WORKSPACE EASEMENT 0 O N 1018+00 1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+00 1026+00 1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 1033+00 1034+00 1035+00 1036+00 1037+00 1038+00 1039+00 1040+00 1041+00 1042+00 1043+00 1044+00 O u 300' 300' Iii o U 280' 280' O U J < H Z O 260' 260' N U/G TELEPHONE (2) = 5' MIN. COVER C/L US-401 WAGRAM RD J 240' U/G TELEPHONE (3) 240' J U 0 U/G WATERLINE DITCH WETLAND WJ4 U- 0 b 00 T-6" MIN. COVER 220 220 0 ii 2' MIN. CLR. L — _J 200' 5' MIN. COVER 200' w PROPOSED T.O.P. LINE 434 30" < PROPOSED BORE @ US-401 / WAGRAM RD NATURAL GAS PIPELINE co (SEE REF. DWG. PNG-C-434-0001036) J 180' 180' U tY > 160' 160' 0 MATERIAL O C) 1243' 180' 1030+43 1032+23 1177' 12 1 CONST. METHOD F CM1 BORE CM2/CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 47 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT NF AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1018+00 TO STA. 1044+00 DATE INITIALS PROJECT NUMBER 2340067 MGR TECH DRAWING NUMBER REVISION N/A NIA REC&STD Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001281 A DRAWING BY NF STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2780 2805 2800 2820 Q OWNERSHIP o GREGORY M J3 REAL ESTATE INVESTMENTS rn LEE'S MILL RD 20 ROBERT SNODGRASS N WALKER FARMS INC o Q v McMILLAN v t (SR -1425) (til r- (HEW FULTON, MGR) o 3:rl- p ACREAGE LD E Io' EASEMENTS 195' IMPACT PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS 195' IMPACT REF. DWG. NO. PNG-C-434-0001037 LU z_ w w J � � }Z Z 0 Of 0 0 DO 0 0 Z YLUY Z Z ZU_p U Z C7 Z Q <O< ¢ ¢0 0 w F-:0 mOfm Z O W W W W<JZ< W J Z� OaO W Y� Y Y Y Y ��}� �Y Y Y } Z 2 _LU Q -j LL 202 LL Z Z W V Z Z Z ULL LL LLULLZ ZUZ �' Q J 20 Q�Q O J <o�< < �oowwo�o< <�< w 2 _O — < U) 00< ULU w a mW -m m -m CO wwwaw-wm CO CO a - HCS �0� O O aOOa aDa a 000 0( OIL a0a O H J W 000 O�0 O�JDOJ�OJ00� 060 w < 2Ow mUm OW U HwUH HUH H�Uww0dw0wH� HUH 0- 0- 2 OM L0N00 V (O LO COON 0') 0 W N N V LOO LO MOLO (O O ON Ih 00 (0 O NNNM OWN Oa)C:) It V) V)(0(0 (0 (0 I'- N V O + + + + + + t + + + +t + + t t + + + + + + + + + + + + t + t V V V V V U7 N Cl) Cl) co co N N N N N N N N N Cl) co co I- M O L(0 L(0 L(0 L(0 (O(O(O 000000 (00(00(0 OOO (O M I- 0 0 0 0 0 0 0 O O O O O O O O O O O - - -- -- -- SCOTLAND COUNTY, \ \ d Q ACCESS ROAD AR -32 NORTH CAROLINA -d 2 3 a -- 224 222 - wer \218. �\ Q tiv \ 280 S Q' 2800 I 2820 / a \ EXISTING \ o ONN 150'x 35' ADDITIONAL CULVERTS 150'x 35' ADDITIONAL �a \ \ TEMPORARY a� TEMPORARY 0 0 1 � n. \ \ �� WORKSPACE \ WETLAND WJ1 j WORK SPACE �\ v Q �\ WETLAND WJ2 \ J W < 2780 >o, \ I I Q a — — — — — — — — — — — — — — — — — — — — — — — — \ — — — — — — — — — — — — — — — — — — — — — \— — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1068+47 PI < 47°5704" RT. < Z p O m m 90 TEMPORARY + 9 IC' WORKSPACE -- PROPOSED 35 0 \ \ O i m PERMANENT EASEMENT �" \ X10 +00 +00 1046+00 1047+00 1048+00 1049+00 1050+00 1051+00 1052+00 10 3+0(� m 5 0 W � 1 n�� J _OTl� / ' 5 0 0 + 5 0 1 i�00 5. ,l AS -� GA GAS -- GAS GAS —GAS — GAS GAS — GAS — GA GAS —GAS GAS —GAS — GAS —GAS GAS —GAS GAS GAS \yam— GAS GAS — GAS —GAS GAS —GAS GAS —GAS GAS —GAS / / __ WETLAND WA q's, GAS GAS GAS GAS GAS/ GAS — G - GAS GAS GAS GAS J / \ \ GAS ` 0_ I \ � � � � / ' o EXIST. LI E 175 20" � - (i ! EXISTING 70' CoA GAS GA`~ / NATURAL GAS IPELINE a I - PIPELINE EASMENT GAS\ Q GAS OJ- /j ' — — — -- — — — �OxO C------IJ------------ -------------------------------------------------------------------------� ---------------------------- -----------------..a�----------------�-- G GAS a C/L PROPOSED LINE 434 30" Q NATURAL GAS PIPELINE - -�- GAS D 0- J - CL3 J a r� WETLAND PROPOSED EXISTING OVERHEAD a `�'�—`�'�— STREAM RIGHT-OF-WAY —oe oe—----uT----uT- TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION oWETLAND (PFO) SOILS GAS EXISTING —PL PL— PROPERTYLINE X FENCE w WATER LINE ----my----uN- TV OF DATA OBTAINED FROM DRAWINGS PIPELINE FROM VARIOUS SOURCES. AECOM PERMANENT PERMANENT DOES NOT GUARANTEE THE WETLAND (PEM) CONTOURS - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION EASEMENT v ACCURACY OR COMPLETENESS OF _- - IMPACT THE INFORMATION SHOWN. IT IS THE ° LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO 1 \ DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE \ ADDITIONAL TEMP ACCESS ROAD IMPACT WETLAND POW POND _ _ - DITCH STORM SEWER LOCATIONS OF ALL UTILITIES AND ° — (POW) WORKSPACE EASEMENT PIPELINES PRIOR TO EXCAVATION. 0 0 N 1044+00 1045+00 1046+00 1047+00 1048+00 1049+00 1050+00 1051+00 1052+00 1053+00 1054+00 1055+00 1056+00 1057+00 1058+00 1059+00 1060+00 1061+00 1062+00 1063+00 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+00 O 0 u 300' 300' Lii o U 280' 280' 0 (n J < H z O 260' WETLAND WJ2 WETLAND WJ1 WETLAND WJ1 260' N 0 J 0 240' C/L LEE'S MILL RD 240 J O 0 DITCH DITCH DITCH DITCH 0 a o 00 5' MIN. COVER 220' 220' L --J —J 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER w200' PROPOSED BORE LEE'S MILL RD 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" `�' 200' 03 (SEE REF. DWG. PNG-C-434-0001037) Q NATURAL GAS PIPELINE CD � U co 180' 180' U > 160' 160' 0 MATERIAL o 1777' 100' 723' 1061+77 1062+77 o 0 1 2 1 CONST. METHOD CM4 CM1 CM4 BORE CM4 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 48 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 1044+00 TO STA. 1070+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LBT REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001282 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2820 OWNERSHIP o WALKER FARMS INC (HEW FULTON, MGR) o C? o 0 ACREAGE LD E Io' EASEMENTS 195' IMPACT PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. 0 z z J J z ZLU O W K J Z O J N N C/)O ww V o V H 2 CC/)2 a U a O + N t O O O t t t + O O N O f� W W O O O O O SCOTLAND COUNTY, waB NORTH CAROLINA _ RaA 1 O 220 (V 0 CNI O O ii M i0 AuB �t� WETLAND WJ1 (V _ Li O J U) _ ° oG W - C% _9_0'T�EMP�OR�AR—Y zQ o ? � WORK SPACE0IIIIT r ftj 0 PROPOSED 35' I I I V 1073+0 PERMANENT EASEMENT _ XO 1074 0 x / 1075+00 `-_ G �GAS -- GAS — S GAS GAS GAS GAS GAS 1076+ 13 / DO I As cns -7 — 1077+ �i 101 GAS �� / /', � GAS '�� 5 Xx 1 Q J a - 3 _ --- -- — - -- -- — -- GAS 4 q _ EXISTING 70' G --- PIPELINE EASMENT GASB .� c, _------ EXIST. LINE 75 20" _ Gp5/ -�--�_ s— G J NATURAL GAS PELINEd1p/ / C/L PROPOSED LINE 434 30" /ems e� q� NATURAL GAS PIPELINE \qC q� Wag 1077+ PI < 26°14'50" LT. / 1078+90 PI <"2 6*14'" LT. qC e� C C\ C \ WEr_WEr_ WETLAND _ _ - - STREAM PROPOSED _ _ EXISTING wv RIGHT-OF-WAY BOUNDARY PIPELINE EASEMENT —oe oe OVERHEAD UT---- uT_ ELECTRIC TELEPHONE WETLAND (PFO) SOILS GAS EXISTINGPIPELINE — PL PL— PROPERTY LINE X FENCE q� W WATER LINE ---- uN ---- uN- TV q� PERMANENT ---- WETLAND (PEM) CONTOURS - - - ACCESS ROAD----TB- TOP BANK EASEMENT vo----vo— FIBRE OPTIC PERMANENT CONVERSION �a LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ WETLAND (PSS) DISTURBANCE WORKSPACE EDGE -ems__ -B� BOTTOM BANK----ss----ss- \q SAN SEWER IMPACT q C (\ CLEARING \ WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH WORKSPACE EASEMENT STORM SEWER IMPACT q O 0 N 1070+00 1071+00 1072+00 1073+00 1074+00 1075+00 1076+00 1077+00 1078+00 1079+00 1080+00 O 0 u 300' 300' Iii o U 280' 280' O U7 J WETLAND WJ1 z O 260' 260' N O LU 240' 240' J LL o T-6" MIN. COVER CD 0 220' 220' 0 S MIN. COVER PROPOSED T.O.P. LINE 434 30" 20o NATURAL GAS PIPELINE 200' J O Q � U 180' 180' U > 160' 160' 0 MATERIAL(D 1000' o C) C) 1 CONST. METHOD 0 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 49 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER r6111 WOUS PLAN STA. 1070+00 TO STA. 1080+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LBT REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001283 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER C) 2820 rn McGIRTS BRIDGE ROAD LO 2820 0 OWNERSHIP WALKER FARMS INC (HEW FULTON, MGR) 00 (SR -1433) WALKER FARMS INC (HEW FULTON, MGR) o 00 ILL 0 C) 0 ILL o o ACREAGE FL EASEMENTS PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001038 � C) LU z LU w ww w UwU W 0�0 Q W 0 0 Y Y YZ ___ >) ~ w(n 0co0w >w ~ (Y Z m Z �Z w ~ Z < <Q <J ~ t m m�LLJ 0 Z O LU Z t WO< wwwa- Zof W O LU ?j 0 Y= �_ 0=—WY w V D >> W m> W M W O YYO Y Z z H Z_ H o wzz<�O OLL w w >� < M LU ZU F. LU 3:z > O d V 20 � � ZZ� U� Z— °O 0 0<_, _O H Q � W = U _j <i a ? °r FwMEwgwFomama < o O o �_ zz _ 0- F mmF_LUEF_LU U O H W < a O O aO 0 � LU ��OJOJD�J�tow z- X - aa�0 �(Da0 w 0 0000�000� < � U m o- DHUWUWDU�F-0 wa w a U m HHmwUmwHU a 2 OCc O N r- NI-- O O t: I-- M OI-- V ` W I --1 V) O M 0000 N('')��*U-)(c(ch W W M N O O V NM(c r__ V (c V co O O O coU)(c(c(ch COO (f) O + O t t + + + + + + + + + + + + + + t t (c I- W 0000000000000000 t t N co t + + + + + + + t t t t V V V V V V V V V M cc OD O W W M MM M M M M M M M M M M 00 0 O O O O 0000000000000 00 O 0 O O O O 0 0 0 0 0 0 O O O O SCOTLAND CO NTY, -_ NORTH CAROL NA i ■l ` I\ 1 _� s I �_# MaA I � AuB — 24 li Zg6 242 1 2820 238 $, 22 157'x 35' ADDITION2AA4 TEMPORARY 2820 WORK SPACE �\ o N C. DIRT ROAD WaB M 150' k3F ADDITIONAL TEMPORARY 212' WETLAND RPWI1 ' co N WORK SPACE o < U i O __ __----- — ------ 1088+37 PI < 18°3 ' RT. d 1093+28 PI < 08°49'49" LT. DITCH 9� / i O ___ M Qp O PROPOSED 35' 90'TEMPORARY PERMANENT EASEMENT VJCPAKSPACE / // �� — // � � � _ ____----- — — _ _________________ ' ` N r �_ --- 8 +00 // 6+00 yp' 9 224' PROPOSED 35' f PERMANENT EASE NT — — CROP LINE �m �� a��`� 90' TEMPORARY `� �� VO �A 0 Q + 1085+00 _ -- 1082+00 1083 00 1084 00 _ \ 9p+00 PROPOSED 15' m` WORK SPACE _ — ,�� " +00 1081+00� A _ GAS-- — GAS GAS / / / GAS — GAS -- ' PERMANENT EASEMENT N w � GAS GA —GAS— cns cns — cAs GAS —cns — W MLV-03 / / / o� �0g1+ 0p l ACCESS ROAD S-- -- -- 1092�� C� - 9+00 1100+00 101+� 1102+00 �._ 1103;+00 i _ 110400 \\ ` '� a Z GAS — -- AR-MLV-03 \ 00 G - 1097+ 0 1096+00 �_ m 1098�OOT��-�—r s \ GA i J EXIST. LINE 175 20" NATURAL GAS PIPELINE -- — -- — -- — --�_ as \ —-------- 3 cys �� --- ca 093+pp p + 1095+00 � - 1 00-�� r ks _ r GAS — GAS — GAS — GAS GAS — GAS - As �,, ,- V —__------------ ------------------ C/L PROPOSED LINE 434 30" �_a-`` -- -- - cAs� cns_ �, LL` G S — GA GAS — GA GAS — GAS — GAS — GAS — GAS — GAS — GAS — GAS — GA GAS — GAS — --- - --- — — — --- - - - --- GA GAS ------------ EXISTING 70 NATURAL GAS PIPELINE �, oP cns— _ -- GAS _ _ __ _ _ - _ -- = =----- _-=---------=-- cns— cAs— _ _ — GAS — GAS — GAS — GAS — GAS — GAS GAS GAS — GAS — GA — GAS — GAS — GAS H PIPELINE EASMENT A — S — — -- — GAS — GAS — AS AS GAS G GAS GA S— — GAS— G —GAS. GAS ---- _. - ----- - - -- -- --- ---- --- -- ---_-_ z — — — — — — — — — — s AS -- GAS — GAS — GAS — GA GAS — GAS — G GAS GA P PL L PL PL PL L J d — — — GAS — GAS — GAS — GAS — GAS GAS — GAS — GAS — GAS — GAS GAS — GAS -- GAS — GAS PL — GAS — _ _ — — _ _ — L - - '�. p _ _ — — — — PL — — — PL — PL — PL — PL — PL — PL PL — PL PL L — — — — — — — - — — — — — —� P _ -- — -- — _. — PL — L— PL— PL — PL — PL — PL — L — PL — PL PL PL � PL P PL PL — 1105+53 PI < 17°01'36" LT. — — — — — — — PL — PL — PL — PL — - PL PL PL EXIST. LINE 1 16" NATURAL GAS PIPELINE NcA ' - - - 3 PL — PL — PL PL — PL -- PL -- PL — L — Nc6 \ — PL — PL — PL — PL PL — PL PL PL PL PL PL EXISTING 45' P L � PL PL _ PL PL PL — PL R/W— /W R — PL PL PL 2PL6' RAW - 0'00" LT. CoA ILITY EASMENT EXISTING 50' PL PL PL RAW PIPELINE EAS NT PL PL Q. _- Ir R/W PL , PL R/W — RAW PL � RAW— - R/W PL PL S PL— R P LSP _ �rLO - N i R W wrr WEr_ WETLAND _ — — BOUNDARY — STREAM PROPOSED _ _ EXISTING RIGHT-OF-WAY PIPELINE EASEMENT oe oe — OVERHEAD -� TELEPHONE ELECTRIC THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS / WETLAND (PFO) EXISTING SOILS cns PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE----u,v----�-TV FROM VARIOUS SOURCES. AECOM / PERMANENT DOES NOT GUARANTEE THE ! WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK ---- FO---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE WETLAND PSS () LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD BB ----BB- BOTTOM BANK ---- SAN SEWER TEMPORARY ss---- ss - CONTRACTOR'S RESPONSIBILITY TO DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE - LOCATIONS OF ALL UTILITIES AND ( ✓ WETLAND (POW) ADDITIONAL TEMP ACCESS ROAD - DITCH POND STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. WORKSPACE EASEMENT 0 0 N 1080+00 1081+00 1082+00 1083+00 1084+00 1085+00 1086+00 1087+00 1088+00 1089+00 1090+00 1091+00 1092+00 1093+00 1094+00 1095+00 1096+00 1097+00 1098+00 1099+00 1100+00 1101+00 1102+00 1103+00 1104+00 1105+00 1106+00 O u 300' 300' Iii o U 280' 280' O U) J < H z O 260' 260' N o C/L MCGIRTS BRIDGE ROAD U/G TELEPHONE NATURAL GROUND J O 240' U/G TELEPHONE WETLAND RPWI1 240 LU J UO C/L DITCH UO 0:: 0- aD r a 220' I 220' u T-6" MIN. COVER _j __ L2' 200' 200' J PROPOSED BORE @MCGIRTS BRIDGE ROAD MIN. CLR. (TYP.) PROPOSED T.O.P. LINE 434 30" 3'-6" MIN. COVER 5' MIN. COVER 160' 160' 0 MATERIAL O 882' 1243' 100' 1088+82 1089+82 180' 1618' 1177' (D 0+ ` 1 2 1 0 CONST. METHOD o CM1 BORE CM1 CM3 CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 50 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1080+00 TO STA. 1106+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LBT REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001284 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, INC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2820 2840 2860 Q OWNERSHIP C) WALKER FARMS 00 WALKER FARMS 00 WALKER FARMS o Q (HEW FULTON, MGR) (HEW FULTON, MGR) m (HEW FULTON, MGR) N LL O N M LL 0 ACREAGE LDE o' EASEMENTS PROPOSED EASEMENT VARIES & EXISTING 45'& 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. z z z z 2 2 2 2 w w w w W W W Y Y W Y Y z z Z Z Z Z_ Z < <¢ Z Z_ < < J Q< Q< Z Z m 00 m ED Hm Hm W W W J W LL LL W l J L� Lbw - Uj Uj W Z W 0Y0�Y Z Z O d 0- W Hd Y=Y d�0=O�YW� Y�O=�OY YZ a z a�a Z()Z 2z2oz d�2020zZi� z"2U"gz z� M <0000< <_ w <�< WOE0 <-j-� O I_Z:a < o 0<00< O_ a� mom F_mF_Wm �aF_0F_wma� mW�oW�m COy I-_ C/) c_)0 0 L/)0L a a �_a�_cDa W 0 � �-(Dq_0 V O_ a D_ < X 10� X w O_j0 00000 X0�0_j000w- 000 000 0< cn � w U w O D_ LU HUH mHmwH wmmUmwHUa F_wM wMH H2 O Cl) CO N OC) (0 0') C0 OON� I�COONI�N M COM O� V f�00000 ISO O Ln O co (0h �N� �N�t V)��(O(O I'_I'_I'_O AMM M M OO OO + t + + t ++ ... ++++ ......... +++++++ ++ co co co co co co co co � I` I` I` I` I` I` I` N O N N N N N N N N N N N N N N N N N N N N N N N M M SCOTLAND COUNTY, NORTH CAROLINA \Q� O JThB PL ft � Q � P` 41 • a r � Q y i /I \ C\Iy 2820 / m � a 2840 2860 WETLAND RPWH4 --N,\ WET L ND RPWH5 WETLAND RPWH6 Li I a J < O — — — — — — — — — — — — N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m — 1T — — — — — — — — — —i� - - - - - - - - T T v - - - - - - - - - - - - - - - � - - - - - - - - - - - `. \,.\\ 1.. —� v v ��.. � 21Z 0 Q % m vvvv vvvv + �I \� ��\ + '� G z / 90' TEMPORARY I v v / / O PROPOSED 15' PERMANENT WORK SPACE\\\ M EASEMENT VARIES r m 1108+00 — -- — W —1��F+nn '\, Z �Z1 0 ! 1109+0 0 F 1110+00 1111+00 1112+00 1113+0 1114+00 11 5+0��7+nn a — — \ — — — —� �� pp 1129+00 1130+00 1131+00 11 1f 1*L1tO1 QO_ —� 0�� 1122+ 0 11230 =� 1124+00 11 5+0�_ 1126+00 7+ +00 —r -- r — — �� r — —r f_ —� Z + z Q -- GAS AS GAS GAS GAS GAS GAS — GAS — GAS yS v— aV ( GAS GAS GAS GAS GAS GAS GAS GAS GAS\L GAS GAS GAS GAS GAS GAS GAS GAS 7 GAS — GAS GAS GA GAS GAS GAS GAS — GAS GAS GAS— GG --- — — —— S — — — — — — -- -------- GAS GAS — GAS GAS GAS`1IIGA GAS — AS GAS GAS GASGAS GAS \\ \\ GAGAS — — GAS — GAS — —�� _ GAS — — — — — — -_ -- —----�GAS S —'— GAS —GAS GqS _ _ _ qS GAS — GAS GAS — GAS — GA — GAS --GAS — G GAS GAS GAS GAS —— GAS — GAS — GAS — GAS — GAS GAS\ GAS GAS GAS— GAS — G — H S -- GAS — GAS — GA GAS GAS GAS cqS GAS GAS GAS — GAS — GAS GAS GAS AGA — AS— GAS-� — GAS GAS GAS — GAS GAS CC -- -- - -- -- - -- -- - -- - -- E T. LINE 1 16" / \ Q a / 1124+63 PI < 1°37'45" LT. EXIST. LINE 175 20" ATURAL GAS PIPELINE C/L PROPOSED LINE 434 30" / / / RaA r O NATURAL GAS PIPELINE EXI NG 50' PIPELINE EASEMENT GNATURAL GAS PIPELINE ¢ EXISTING 45' PIPELINE EASEMENT CV ACC SS ROAD AR -33 r bo a \ G/ NoA I _WEr WEr_ WETLAND _ — — STREAM PROPOSED _ _ EXISTING w. RIGHT-OF-WAY —oE of OVERHEAD P4 22 a I I BOUNDARY PIPELINE EASEMENT ELECTRIC __�---- �_ TELEPHONE I WETLAND (PFO) SOILS cqs EXISTING _ PL PL— PROPERTY LINE X FENCE w WATER LINE ---- my ---- uw- TV I I PIPELINE J PERMANENT \\p( a ---- vo----vo- FIBRE OPTIC CONVERSION WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----'�----T�- TOP BANK EASEMENT IMPACT LIMITS OF TEMPORARY ACCESS ROAD I WETLAND (PSS) — — — — —----ee---- BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY \ at / I DISTURBANCE WORKSPACE EDGE CLEARING \ ADDITIONAL TEMP ACCESS ROAD IMPACT a R I I WETLAND (POW) POND DITCH STORM SEWER - - - -4 WORKSPACE WORKSPACE EASEMENT 0 0 1106+00 N 1107+00 1108+00 1109+00 1110+00 1111+00 1112+00 1113+00 1114+00 1115+00 1116+00 1117+00 1118+00 1119+00 1120+00 1121+00 1122+00 1123+00 1124+00 1125+00 1126+00 1127+00 1128+00 1129+00 1130+00 1131+00 1132+00 O O 280' I I 280' W o U 260' 260' CD U7 J a Z O 240' 240' N NATURAL GROUND 5' MIN. COVER LU J 220, 36MIN. COVER DITCH WETLAND RPWH6 ' " WETLAND RPWH5 3'6" MIN. COVER 220, w J U b a 200' 200' 0 L5' MIN. COVER II 5' MIN. COVER 180' 180' w PROPOSED T.O.P. LINE 434 30" < NATURAL GAS PIPELINE o co 160' 160' U > 140' 140' 0 MATERIAL g 2600' o 0F (2 1 CONST. METHOD CM1 CM2 CM1 CM4 CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 51 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 1106+00 TO STA. 1132+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY ST REC &STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001285 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2860 Q OWNERSHIP CD WALKER FARMS INC CD Q N (HEW FULTON, MGR) 0 LL M LL ACREAGE CD E Io' EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. z z <Z <Z Y Y Z< Z< Y z Z< <Z 00 z Y ¢< H m H m ~ < J < J °w°w °w°w J < J J < m� � m Z p p <¢ H << � m m� 0 Z LU wLL Z020Y o YOB=OXY - 0 �w W. YOB=SOY -j W 00 Ww LL ��Y�O=OXY o W Z Z _O H Q JL`�UL`2z O 200�00< 0 Z2LLUgwZ <00 I` M Z�LLULL�Z <00�00< o LL LLZLL�U g LLz oo<oo�oo< M J 2 _O H Q H U W F- C, W F- m M 00< m H W p H w m N m H w p w H m 0- W W m W p� W m N U H W X09 - 09 - <pO�p00 d�(9 �(9a OOp�Op0 a�(� 0 OOp�p00 — OOaO� �Oa 00000�Op0 Q cn 2wM6wMH a Hmw6mw� a HmwUwm� O wwHwmUmwH 0- 2 OMr1-w 0 000(D0 Ln0 MCO V N N N M I- O NCO COO V O It It It U') U') (0 f1- O 0401-1- OMI - M 0) 1'-M000) 000O O + t + + + + + + 04040404040404 V + + + + + (0 cc cc cc cc + 00 + + + + + + 00000 O t + + + + t t t + + 0000 co t 00 M Cl) M M M M M M co M M M M M L2 L2 L2 L2 L2 L2 L2 L(7 L2 (� -� SCOTLAND COUNTY, or NORTH CAROLINA 208' 208' 2860 0 � N WETLAND RPWH3 � WETLAND RPWH1 1153+19 PI < 2°37'09" RT. 0 Ii 1134+21 PI < 3°00'03" RT. - WETLAND RPWH2 PnA Lij VO� - - - - - - . --- - - - - - - - - - - - - - - - - - - - - - - - O J � � � � � � � � � � � � � �\\ \\--------------------- r!--------------------- � - - - - - � � \\ � � � 0 O O ,F \,5,� \\k g 90' TEMPORARY ` \ \ , + ZO N M \ \\\ ;1 \\ \ I W WORK SPACE 20g P POE MANDENT EASEMENT �_ W 1133�Q 1134+0 1135+00 �r ter» 6' 1136+�j �a w� 1137+� 00 �"�— -� �`} ��-� + 1� ±4Q �11}�:41��L45F �f_jjAji�� 147.t111Lf��4s !]D f�1 f)ff�l. at�� X152110- _ �� + 1154+00 1155+00 1157+00 �\ \ ` \ 1156+00 � �T L 115 W o —�r� Z \\\ \ J �� F� 1138rQQ�r �t ff � i e - �_ —GAS — GAS — \ m \ \ \ GAS — GAS —GAS 5 GAS —GAS —GAS —GAS_— GAS GqS GqSGAS— Q A,A VWA- — GAS —GAS —GAS — GAS —GAS GAS —GAS Z CC —GAS-,^'yic,� \ • ` \ GAS — GAS —GAS GAS GAS GAS —GAS — GAS —\\5 \�\— GAS — GAS w — S —GAS — GAS — GAS — GAS — GAS �- - - - — — — — — — — — — — GAS — GAS — GAS — GAS — GAS — GAS GA.AGAS _GAS _- — — — — — — — •AGGAS — GAS —GAS — GAS GAS GAS —GAS — —GAS — — — — — GAS — GAS —GAS — GAS —GAS — GAS GAS — GqS — GAS — GAS -- GAS - GAS — GAS —GAS — GAS — GAS —GAS — GAS GAS — GAS — GAS — — GqS GAS GAS — — — — GAS — GAS — GAS — GAS —GAS—Gni — GAS GAS — GAS — GAS GAS — GAS — GAS — GAS — GAS —GAS GAS — GAS — GAS ASGAS-- — GAS U , +GASGAS G 1 C/L PROPOSED LINE 434 30" 0, z ..208` EXIST. LINE 175 20" NATL�,�L GAS PIPELINE \ NATURAL GAS PIPELINE 1 Q a WETLAND RPWH4 1138+07 PI < 2°37'30" LT. EXIST. LINE 1 16" NATURAL GAS PIPELINE ` 1 EXISTING CULVERT EXISTING 45' PIPELINE EASEMENT 1 1 \ \ 208' 1 EXISTING 50' PIPELINE EASEMENT ACCESS ROAD 1 AR -34 1 1 1 rc \ 2130—WEr-WEr— WETLAND _ _ BOUNDARY — STREAM PROPOSED _ _ EXISTING wr RIGHT-OF-WAY PIPELINE EASEMENT —oE of OVERHEAD ,T____,T_ TELEPHONE ELECTRIC THE PIPELINE INFORMATION SHOWN \ \ ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS 1 \ it WETLAND (PFO) SOILS GAS EXISTING _ PL PL- PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uN ---- uN- TV \ / FROM VARIOUS SOURCES. AECOM PERMANENT PERMANENT DOES NOT GUARANTEE THE / WETLAND (PEM) CONTOURS - - ACCESS ROAD----78----TB- TOP BANK - - - - FO---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF r � EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE 1 WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD BB ----BB- BOTTOM BANK ---- ss ------SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO 1 DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE ADDITIONAL EMP ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND WETLAND (POW) - - - DITCH POND WORKSPACE STORM SEWER PIPELINES PRIOR TO EXCAVATION. \ !1149+00 0 0 N 1132+00 1133+00 1134+00 1135+00 1136+00 1137+00 1138+00 1139+00 114+000 1141+00 1142+00 1143+00 1144+00 1145+00 1146+00 1147+00 1148+00 115+000 1151+00 1152+00 1153+00 1154+00 1155+00 1156+00 1157+00 1158+00 O O I I 280' 280' W o U 260' 260' O U) J < H Z O 240' 240' N O WETLAND RPWH4 WETLAND RPWH3 WETLAND RPWH2 NATURAL GROUND WETLAND RPWH1 3'6" MIN. COVER LU 220' LU J LL b 3'6" MIN. COVER 5' MIN. COVER J LL CD a 200' 200' 0 5' MIN. COVER 5' IN. COVER PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER 180' NATURAL GAS PIPELINE 180' ui J O < coU 160' 160' U > 140' 140' 0 MATERIAL C) 2600' 0 M co 1 CONST. METHOD CM4 CM1 CM4 CM1 CM4 CM1 CM2 CM1 CM4 CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 52 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 1132+00 TO STA. 1158+00 DATE INITIALS PROJECT NUMBER 2340067 MGR TECH DRAWING NUMBER REVISION N/A NIA REC&STD Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001286 A DRAWING BY LL STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 NIA ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2860 Q OWNERSHIP C) WALKER FARMS INC FULTON, MGR) o Q 00(HEW ILL O ILL O ACREAGE LD E Io' EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z w w HQ H z z z ww zwzz w z :z J J J LU Lu W Lu Lu W(n LU CD zO d~ d d >- Q Q WH U J U U J F U 0 H Q 2 a w ww m w 2 O V 00�N N co I- O O O �(O00 co 0 O O + + + + ++ + + + + W (1') M M I M 0 0 I-- N 0 0 0 0 0 0 O O 0 r - — SCOTLAND COUNTY, _/- NORTH CAROLINA GPs - --- Gps GPs GPs/ / GPs G// ■ Owl G�5 GPs PS ld — ld — ld — ld — ld — ld �d2 ld GS/ / —ld —ld —ld old � � _� � /-- Gps/./Gps ld ld ld EXISTING CULVERT �� / Gps/ GPS ldGP' 210' 2860 / o�ld /- Gps%PS/ O 1165+04 PI < 44°05'00" RT..` / \� /Gps/ O NI _\r r GPs 5/ ' PROPOSED 15' Gps/� J PERMANENT k� / a / EASEMENT 1 G��GPS/ / \ \>a WETLAND RPWH7 Q 0 ai �/ / / GPs SPS' , xvo / / 90' TEMPORARY /� J / / WORKSPACE s / j 76 144x 144' ADDITIONALr, ---,z 0O a\>d / Gps/ TEMPORARY N / S >d GPJ16WORKSPACE --,8 \ �U > G00Q 8 GPs PROPOSED 70' �/ / Q / / 1161k�/, /GPs/ Gps 9x�� PERMANENT CP / GPs/ EASEMENT a �/ � Gps/GPS/ % \�\\ \ %J``` 1� Gps / GPS C/L PROPOSED LINE 434 30" v 1�59k�� / Gp� j GPs/ , / NATURAL GAS PIPELINE \ 7�?ixo\ ` .Z► G o$\ \ ` \ \ 77� /GPS ps / P PIELINE EASEMENT \ 60' TEMPORARY GPS / EXIST. LINE 1 16" \ \ Gps/ % NATURAL GAS PIPELINE WORK SPACE � os EXIST. 45' PIPELINE EASEMENT � L EXIST. LINE 175 20" NATURAL GAS PIPELINE _WEr_WEr_ WETLAND _ — — STREAM PROPOSED _ _ EXISTING wr RIGHT-OF-WAY —oE OE— OVERHEAD UT ---- uT_ TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION - - EXISTING w WATER LINE ----my----UN- OF DATA OBTAINED FROM DRAWINGS ` WETLAND (PFO) SOILS GPs PIPELINE — PL PL— PROPERTY LINE X FENCE TV FROM VARIOUS SOURCES. AECOM ' PERMANENT PERMANENT _ ----vo----vo- FIBRE OPTIC CONVERSION DOES NOT GUARANTEE THE i WETLAND (PEM) CONTOURS - - ACCESS ROAD----'�----TB- TOP BANK EASEMENT ACCURACY OR COMPLETENESS OF _ IMPACT THE INFORMATION SHOWN. IT IS THE LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) — — — — —----ee---- BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND WETLAND (POW) POND WORKSPACE EASEMENT - DITCH STORM SEWER PIPELINES PRIOR TO EXCAVATION. 0 O N 1158+00 1159+00 1160+00 1161+00 1162+00 1163+00 1164+00 1165+00 1166+00 1167+00 1168+00 1169+00 1170+00 1171+00 1172+00 O O I I 280' 280' w o U 260' 260' O U) J Q H z 240' 240' 5' MIN. COVER Q EXISTING GAS PIPELINE EXISTING GAS PIPELINE LU 220' NATURAL GROUND 220' w J o 3' 6" MIN. COVER 3' 6" MIN. COVER J U- 0 CD 00 F U- LL 200' 200' 2' MIN. CLR. (TYP.) II - PROPOSED T.O.P. LINE 434 30" 1so' NATURAL GAS PIPELINE Iso' -i J Q O � U 170' 170' U > 140' 140' 0 MATERIALo 1400' o "DF 1 CONST. METHOD CM1 CM3 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 53 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1158+00 TO STA. 1172+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001287 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Resource Center City, North Carolina Y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2860 2870 Q OWNERSHIP C) WALKER FARMS INC o WALKER FARMS INC o Q N (HEW FULTON, MGR) t (HEW FULTON, MGR) + 00 O rn LL O 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 155IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 155IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. iz, iz, z Y <z z< w Z`1YZ <ZZ< YY Y0 0Y ZZ z�. �.z C� Z Hm mH Z HmmH rnrn mQ Qm Z p w Z � w w (� Yw0=OwY } 07 YwOOwY � � � w OO `1LLLL`1 YOG_ w0y Uj Z O a zz"2U2"zz a z"22'Lz KZ22Z zg�Q�gz < H z F o m��o��mo Q 00-(9 a z mLU F- LU Q am��00 co 0��m 00LHH0L U C/) Q w x(90_0 o W000-j000w Z O G_ (D 0- (D (D 0- 0 w Oo0000 Z a�O (9 HD- X0000 000-.1000 Q 2 m UHwmUmwHU w a m HwmmwH w UHmmH HmWUWmH 2 O O V O V I-M V LOOM V 0 V wco ��OOO 00 O (0 L0 0(n fl- ap O� Il- 0000 aD C0�00zTO C (D :C :NCO �NN(M(M C) cli�� O O t N + co + + + + + + + + + + (n t t + + + + + t N MM MMM V + + + + + + ++ + + + + NNNNN MMMMMMM + 00 �� 00 00 0000 000000 00 00000 0000000 0 SCOTLAND COUNTY, \ \ NORTH CAROLINA v 1 v N or 'Olec, >y '19--cl AME]w 220' ...OlZ ^O L� WuB — - /., ld old la ld - ld o CIN >d .., c' >d WETLAND RPWH7 - - 16 _ old old -id - 10� - \ ,210' d Oo l%ow" Id Id — ld Id Id Id Id Id Id ld ld - ld ld ld ld ld Id ld Id ld Id Id ld ld Id Id Id � ld ld Id Id ld Id `ld� id ` �'1d \ )d u e- _ ,e — --T ---- B ---'. ---- rB— __ ,d,--}n----T6---- a---- d----TB �_ ---TB----T6--------------TB---Ta--- .3-- - - Te--... _Ta--_.- - --- j----TB Te : / ,a --- a� \ d --TE- --- ? e - •-- - 'e- --- \ ) ld \,d d - LijJ -- ' - _- - `1d ,old \ __ �/��\'d ./ \,� I \ 7d ? \ \��\ p U) O I - 208` \ d .. \ \ \\� \ , \ O Q / 200' x 25' ADDITIONAL , ; \ ,d m 200' �� x 25' ADDITIONAL C/L PROPOSED LINE 434 30 A� �d v,d + < z + ; TEMPORARY TEMPORARY ON N� WORK SPACE PROPOSED 70' �, NATURAL GAS PIPELINE WORK SPACE PERMANENT o EASEMENT W +00 1173+00- Z 1174+00 - f 5+06 1176+00 1177+00 1178+00 1179+0 1180+00 1+00 1182+00 i� 1183+00 i 1T84+00 1185+00 1186+00 1187+00 1188+00 111&9+00 119000- 1191+00 F 1 1 + 119 00 97+00 195+00 1196+00 11 �1 119 W Z z � // — '�— — ..II — — IIl'��//� :' � — — — \ 60' TEMPORARY � `� A ----------- -------------------------------------------------------------- WORK SPACE — ----------------------_-------- ---- — —--------------- \>d PnA \ \ WETLAND RPWH9 WETLAND RPWH8 — — —208-, �e ACCESS ROAD AR-35 `\ "PD _04 \ I WETLAND PROPOSED EXISTING —'�T—'�T— — — — STREAM RIGHT-OF-WAY BOUNDARY PIPELINE EASEMENT OVERHEAD —oe oe----uT---- uT- TELEPHONE ELECTRIC WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- uw---- uw- TV F PERMANENT ( PERMANENT-----TB----Te- TOP BANK WETLAND (PEM) CONTOURS - - EASEMENT ACCESS ROAD ----vo----vo- FIBRE OPTIC CONVERSION IMPACT F r I LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ __ WETLAND (PSS) DISTURBANCE WORKSPACE EDGE -B� -B� BOTTOM BANK ----ss----ss- SAN SEWER TEMPORARY CLEARING ADDITIONAL EMP - - ACCESS ROAD - DITCH WETLAND (POW) POND STORM SEWER IMPACT Ogg _ WORKSPACE 0 O N 1172+00 1173+00 1174+00 1175+00 1176+00 1177+00 1178+00 1179+00 1180+00 1181+00 1182+00 1183+00 1184+00 1185+00 1186+00 1187+00 1188+00 1189+00 1190+00 1191+00 1192+00 1193+00 1194+00 1195+00 1196+00 1197+00 1198+00 O O I I 280' 280' w o U 260' 260' O (n J Q H z O 240' 240' N LU J 220 6" MIN. COVER WETLAND RPWH9 NATURAL GROUND WETLAND RPWH8 DITCH S MIN. COVER C/L ROAD 3'6" MIN. COVER 220' w J b 0 F3' U- C 200' 200' 0 II -_ 5' MIN. COVER S MIN. COVER 5' MIN. COVER PROPOSED T.O.P. LINE 434 30 180 NATURAL GAS PIPELINE 180' J Q O � U co 160' 160' U > 140' 140' 0 MATERIAL g 2600' 0 "T 00 1 CONST. METHOD CM1 CM4 CM1 CM4 CM1 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 54 of 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/27/2017 SUPERSEDED — ACCOUNT NUMBER - r6111 WOUS PLAN STA. 1172+00 TO STA. 1198+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001288 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2870 2860 2875 Q OWNERSHIP C) WALKER FARMS INC WALKER FARMS INC M WILLIAM P. CARMICHAEL & COURTNEY L. CARMICHAEL oo Q oto (HEW FULTON, MGR) to (HEW FULTON, MGR) O O O N CD N cli N ILL O H 0 ACREAGE H LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 155' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. w 0 0 YYZ Z (n w w w 0 0 ZYZY ¢Q¢Q C� Z J QQa>)a J Z m m W> W Z Q W COw C� Z _O Z } Y Y d_ >W> YLL OOQ�Y >- LU �> w Y�0�0 Y a a Z O H � J U Q a Z Z U Z Q a Q> Z O Z O Z Q W J W > mom mF--F-- Q J Q Z Z mLU0-LU0� m J U H � O C� of Oa ofwaa00 a a a��c9 Cha 00 o a0 U O zQ C/)Q 2 w a 00 O�0 �X �= 0000CIO �ww� Z HUH Uw UO F-MMwWH Ua Uw �� 00000 0 w Q Hwmwm H 11 2 O O N N MOO OOV (nom V � V _OWN 00 f-- OV 00 �I'- O NM C0 0000 C14 C0 *(O co V N OOM�N� O 00 ONM�* CO (f) O O t 00 + t O + + + + + + + + + t t + + + + + + t NN N Cl) Cl) (n (fl (0 f— t` t` t` t` t` t` t` t` 00 + + + + + + + + t 0_0 W W CO + V O O O N N 000 00 00 000 000 0000 O N N N N N N N N N N N N N N N N N N _O N N N N N N N N N N N SCOTLAND COUNTY, F NORTH CAROLINA 1d ld '0-oil a -16--- C, la RaA �61d � �- N a WaB O --ld 118 -1a McA N ld � L (01? 16 ld ld ' �' ld --ld 0 Id la �/NoA O cis \ cqs BIC 2860 � � \ `a WETLAND RPWG1 a �� WETLAND RPWG2 NoA 2875 o cq i o (" \ / N WaB O o /L ROAD cq EXIST. LINE 77 _ \ NATURAL GAS PIPELINE a to c OLyA \`Li a,/\o. \ o O 6 2 1 RaA �.\ `elm \ 596' x 25' ADDITIONAL / v 58'x 25' ADDITIONAL \ a�a,'^ r ` O Q O ♦ cis TEMPORARY // / �� WORK SPACE / TEMPORARY WORK SPACE ,A ,� \�� \ \ O O N CO 1d`\\ DIRT ROAD �d 6 N W +00 -- 1199+00 I 71260¢091201100 1202+00 `ra1203 1204+00 205t00 1206+00 101208+00 1209+00 1210+00 1211+00 1212+00 1213+00 1214+00 1215+0 1216+00 1217+00 -�1219+00 \ 1220+00 1221+00 1222+00 1223+00 122 W z d 206' PROP ED 70' \�I&, a 7d 7d \\\\ ;>i L — id P. PERMA ENT EASEM T 60' TEM ORARY��\ \ �a\8�'�. -r J Q .\ ra\ o� �/ \ �ci i i — l WORK SPACE \a ` aa` `` \ / / \LL��--- —— — — — — —— — — — — ————————— ———————--— —d\\Ta——— — — — —1� ——— —— � ———————— — — — — —— —— -- ————— — — — — —— ——— ———————————— — — — — —— — ————— — — — — —— Q d \ 1d �d a ACCESS ROAD AR-36 C/L PROPOSED LINE 434 30" 2870 � 7, ` —204- \1 NATURAL GAS PIPELINE f a� I RaA NcA a Fes/ / DIRT ROAD LyA la ' / GWETLAND WEr—WEr— WETLAND_ — — BOUNDARY STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY PIPELINE EASEMENT —oE OE— OVERHEAD----UT ---- uT- TELEPHONE ELECTRIC (PFO)SOILS GP's PL PL— PROPERTY LINE X FENCE EXISTING PIPELINE w WATER LINE----uN----uN- TV PERMANENT WETLAND (PEM) PERMANENT---------vo- CONTOURS - - EASEMENT - ACCESS ROAD----'�----T�- TOP BANK FIBRE OPTIC CONVERSION IMPACT - WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----88----BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY I CLEARING WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH IMPACT STORM SEWER XCA WORKSPACE EASEMENT 0 0 N 1198+00 1199+00 1200+00 1201+00 1202+00 1203+00 1204+00 1205+00 1206+00 1207+00 1208+00 1209+00 121+000 1211+00 1212+00 1213+00 1214+00 1215+00 1216+00 1217+00 1218+00 1219+00 1220+00 1221+00 1222+00 1223+00 1224+00 O 0 I I 280' 280' w o U 260' 260' O U) J Q z 240 C/L ROAD 240' N LU 0 220 C/L DITCH 3'6" MIN. COVER EXIST. WETLAND RPWG1 PIPELINE NATURAL GROUND WETLAND RPWG2 220, w J o C/L DIRT ROAD C/L DIRT ROADJ C/L DITCH 3'6" MIN. COVER U- a 0 200' 200' 2' MIN. CLR. 0 II - 5' MIN. COVER 5' MIN. COVERJ PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER w Iso NATURAL GAS PIPELINE 180' J O Q � U 160' 160' U > 140' 140' 0 MATERIAL o C) 864' 120' 1206+64 1207+84 1616' o 1 2 1 N CONST. METHOD CM1 CM3 CM1 BORE CM1 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 55 of 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/29/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1198+00 TO STA.1224+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G —C-434-0001289 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2875 OWNERSHIP v WILLIAM P. CARMICHAEL & COURTNEY L. CARMICHAEL o Q O N N LL O H 0 ACREAGE H LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 70' IMPACT REF. DWG. NO. 0 U J z Z ¢ 0 p z o U) a U) z p CO >� w w Q x P- 0 �~Q ? Q (0 Q zz U U z w QLU v o z o Q w 2M a w w w ILL LL w m = w w 2 O O (O v) N v) NCD t t v (n + (o t t m t t t t t v cfl cfl w 0 NN N N N N N N N N /SCOTLA D COUNTY,- NORTH CAROLINA-- �' 198, / 0o 0 AeC LuA WETLAND WG2 Z�kO u Li Go ,�—w� ,,,� ,�—WET_WET�7,IIET—wEr—wEr�.� i C) U) --\ l s C/L PROPOSED LI 434 30" °110 NATURAL GAS PIPEL E N PULLBACK ADD _ EXIPOIIIIIIIT / O Q __ o� 1 1227+0� 1228+00 _ _ __� 1229+00 1230+00 1231+0 I I I I 1 2+00 1233+00 -- 234+00 1235+00 1236+00 1237 0 1238+00 - - -- 1239+06 1240100 1240 00 41+60 J 124+00 _ % 1243+00 1244+00 1245+00 1246+0 1'L47+00 1248+ 2 +601 W 01 111' OF. le 111111111j /i N PROPOSED 70'PER x EA EMENT WETLAND RPWG2 60' TEMP ARY WO SPACE lJ NcA — — — — ----------------- --------;-- — ---------------------------------------------------------'----- 20� 1226+17 PI < 63°30'00" LT. G AuB WE AND WG4 - N O G �o I _ 198 200' x 70' ADDITIONAL � o -- TEMPORARY C� WORK SPACE 194' - O 6 WETLAND BOUNDARY STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY PIPELINE EASEMENT of of OVERHEAD ____uT---- J_ TELEPHONE ELECTRIC THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION 5 f WETLAND (PFO) EXISTING — PL PL— PROPERTY LINE X FENCE SOILS GPs PIPELINE w WATER LINE----uN----uN-TV OF DATA OBTAINED FROM DRAWINGS +PERMANENT FROM VARIOUS SOURCES. AECOM PERMANENT DOES NOT GUARANTEE THE WETLAND (PEM) -----TB----TB— TOP BANK ---- CONTOURS - - ACCESS ROAD EASEMENT vo----vo— FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF IMPACT THE TION SHOWN. IT IS THE WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ DISTURBANCE WORKSPACE EDGE -ems__ -B� BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CONTRACTORS RESPONSIBILITY TO CLEARING LOCATE LOCATIONS O R CONFIRM THEONAL F ALL UTILITIES AND WETLAND (POW) ACCESS ROAD - DITCH POND WORKPACE EMP - - EASEMENT STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. - 0 0 N 1224+00 1225+00 1226+00 1227+00 1228+00 1229+00 1230+00 1231+00 1232+00 1233+00 1234+00 1235+00 1236+00 1237+00 1238+00 1239+00 1240+00 1241+00 1242+00 1243+00 1244+00 1245+00 1246+00 1247+00 1248+00 1249+00 1250+00 O u 260' 260' Iii o U 240' 240' CD U) J Q H Z 220' 220' N 0 3'6" MIN. COVER NATURAL GROUND WETLAND WG2 w 200' LU LL LL 00 a 180' 180' � PROPOSED T.O.P. LINE 434 30" 56' COVER II NATURAL GAS PIPELINE 160' 160' QPROPOSED HDD @ CROSSING WETLANDS C (SEE REF. DWG. PNG-C-434-0001060) co J 140' 140' U tY > 120' 120' 0 MATERIAL S 2229' 1246+2g 371' o CONST. METHOD CM 1 CM4 CM1 HDD CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 56 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/29/2017 SUPERSEDED ACCOUNT NUMBER - r6111 WOUS PLAN STA. 1224+00 TO STA.1250+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001290 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2875 2905 2910 2920 Q OWNERSHIP C) WILLIAM P. CARMICHAEL & COURTNEY L. CARMICHAEL KENNETH CARPENTER `r COOL SPRINGS ENTERPRISES (KENNETH CARPENTER) LAURINBURG/MAX AIRPORT o Q C:) Ln LO m (JOANN GENTRY) ON N N N N O H 0 ACREAGE H LD E Io' EASEMENTS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. Y W W Z YY Q W Z Z Q m Z W W Q Q m m J W z zO Z_ YUj O> -Q Q Q W Y��Y H Yp0Y �Z zO J Z 0 mF-a ZWWZ W Z Z mF-�m ooQ o 00 mwwm LL _j 0U W 0 P a�0-, a O w a a00IL C7 O a��a LU 0 W Q � 00W6 X000- � a 0000 0 w 0000 HW WH w a H0000H oQ w2 O O I1- V O L0(0(0 W ONOCO Ln 0') r1 -I1- V �U')I'—I'— O (O O7N('M COO 00 + O + + + Ln Ln Ln t L0 + + t t + t + t + + O O O O N Cl) Ln ILn Ln + + L0 (O L() N L() L() L() N N N (O N (O (O (O (O r- r� r� N N N N N N N N N N h h N N SCOTLAND COUNTY, /e NORTH CAROLINA � e� • Q / Q� i Q n � N � A � l ` LuA 2875 O WETLAND WG2 2905 PcA O 2/ 2910 \'O! 2920 / Q \ RuA Al O N IYET — IYET — IYET — WLT — wEf - \O q O I I Q -_..1801 Li Q o STREAM SG1 l Q z 0 O ♦ 1O a PROPOSED 70' PERMANENT / 2 UT TO SHOE HILL CREEK O t °( 0 fr N EASEMENT // / \ N O r W+ 0 _ 1 0 1 2 0 1 3 1 4 0 1 0 X10 1 57 0 5 0 5 +0 6 +�,d 6 +��{ + �r, +�,{ l r 2�,{+ 2+ 0 206 + 0 + 0 ��{8 0 1 9 0 / /1 0 / 1 1 ,,/ 1 pu 1273+00 1274+00 / 1275+ 17 W zQ O Z ^ / i i i i i i i i i i i i i i i i i i i i ' l l /// Z J a i a 170' a S2 C/L PROPOSED LINE 434 30" Al NATURAL GAS PIPELINE \ n Q N i AeC / 192 e / / a / 170' / _ WETLAND —�-� BOUNDARY — - — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY OVERHEAD ___ ___ oe OE— ELECTRIC -� -�- TELEPHONE THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS I I/ ¢ WETLAND (PFO) SOILS GPs PIP IELINE - PL PL— PROPERTY LINE X FENCE w WATER LINE ---- m----uN- TV FROM VARIOUS SOURCES. AECOM \ Q PERMANENT DOES NOT GUARANTEE THE � � \ \ a WETLAND (PEM) () PERMANENT _ ----vo----vo- - - CONTOURS ACCESS ROAD----'e----TB- TOP BANK FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF \ \ / EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE \ \ / a \ WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD BB ----BB- - - - - - ---- BOTTOM BANK ---- ss---- ss -SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO l \ \ \ / DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND / /¢ \ \ e WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. / e� \ WORKSPACE EASEMENT 0 0 N 1250+00 1251+00 1252+00 1253+00 1254+00 1255+00 1256+00 1257+00 1258+00 1259+00 1260+00 1261+00 1262+00 1263+00 1264+00 1265+00 1266+00 1267+00 1268+00 1269+00 127+000 1271+00 1272+00 1273+00 1274+00 1275+00 1276+00 O 0 u 240' 240' Iii o 0 220' 220' O (n Q WETLAND WG2 Z O 200' 200' N 0 NATURAL GROUND Lu 180' LU LL 0 LL 0 a CD 0 160' 160' 52' COVER 0 43' COVER II 35' COVER 140' 140' ui J O Q U co 120' 120' U PROPOSED HDD @ CROSSING WETLAND (SEE REF. DWG. PNG-C-434-0001060) PROPOSED T.O.P. LINE 434 30" w NATURAL GAS PIPELINE > 100' 100' 0 MATERIAL g 2600' 0 0 2 CONST. METHOD HDD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 57 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/29/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1250+00 TO STA DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas -1276+00 DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001291 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2920 2930 Q OWNERSHIP C) CD AIRPORT (JOANN GENTRY) r AIRPORT 00 LAURINBURG/MAX AIRPORT o Q ,� RD (n (JOANN GENTRY) c p N N (SR-1434) N N ACREAGE 9 o'I of EASEMENTS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001039 PNG-C-434-0001016 w w N C� w w U) zz Y Y Y Z Z Z O< 0 Y aQ CD a Z Z Z mm m o 0a o� O Z Z Q�Q m oow z z O w z w w LL LL O Y00 Y O O U) O o6 0 0 ,� cn w a s Iii w OOZ z o = LL 0 z�� z a aoo a o z z w �v �� a z�UzwOwzUza �Z z a��ao�oa�a w w0a--= c~i� 0 LU m m aF-F a F- o o a 0 0 0� ma-mw-wm-mz maa o a o U UH 02 02 0 a 2 0 w 000 0 0 w w �mm m U m z Z w U �V L) 0- w 0zz-00 00Oft--0ww w00��Q m HWUHWOWHUHmLL LL ED 002 O O N Cl) I-NI,- I- N co M M (0 CO O) Cl) I� O) Cl) (0 M M Cl) Cl) NCO 0000 O Mg Co r-- 00N 000 O 0000M000 NM M It(P)(O(0 14- 1` 14-000000 t (0 + (0 + + + + t t + + O O O O O N N + + V t` + + O O t + + + + + + + + + t + + + + + + co V) (!) (!) (!) (!) (!) LO LO LO LO I- r- r- r- r- 00 I- N h N h h h OD 00 00 00 00 N N N N N N N N 00 OD N N O O N N O) O) 0 0 0 0 0 0 0 0 O) O) O) O) O) O) O N N N N N N N N N N N N N N N N N _kT SCOTLAND COUNTY, IP NORTH CAROLINA ,tom BIC r. N ' RuA M -� � �2 , �• � 7 1h~ �- IF WETLAND WG2 2920 2930 o o CNI G a m O 0 ^oo T �+ c Li a CO AuB \ DIRT ROAD O PL- PL- PL- S a PL - 0o aj 0 i ",g � 0I ♦ / DIRT ROAD I I O "k.� DIRT ROAD m BIC it 'f. X Oz — 0 Ir Z nr�� 1277+ 00 1278+pp \ ' / _ �`�� `� HDD ENT _ 1279+ �� . ��` �� +00 PO �IT 1� GoA PROPOSED 70' PERMANENT 1 1297 / �I i I I+p0 g+00 Q a �° 1281+pp EASEMENT 12 2+pp 1283+00 /' i i 29 1284+00_ + I i� � _�� 128 1287+ 1293+00 �'� � 00 1 2 _ 1288 +0� I I x I I _1292+00 I ice_ 1289+00 1290+00 291+00 C/L`PROPOSED LINE 434 30" 1, � + / - I> NATURAL GAS PIPELINE -- -- - �_ 60' TEMPORARY WORK SPACE -pi - _ O� CSX RAILROAD �� (SPUR) - - \A� 200'x 70' ADDITIONAL TEMPORARY ACCESS ROAD \� \ \� 1290+86 PI < 17'40'12" LT. ` �O 150'x 35' ADDITIONAL 262'x 35' ADDITIONAL TEMPORARY TEMPORARY WORK SPACE WORK SPACE AR-37 WORK SPACE THE PIPELINE INFORMATION SHOD • � � \ _ WETLAND -- BOUNDARY STREAM PROPOSED _ _ EXISTING RIGHT-OF-WAY PIPELINE EASEMENT oe OE— — OVERHEAD -___ TELEPHONE ELECTRIC -� ON COMPILATION \A` THIS DRAWING IS A OF DATA OBTAINED FROM DRAWINGS WETLAND (PFO) SOILS GAS EXISTING - PL PL— PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uw---- uT`�- TV FROM VARIOUS SOURCES. AECOM \ PERMANENT PERMANENT DOES NOT GUARANTEE THE o WETLAND (PEM) CONTOURS - - ACCESS ROAD----78----TB- TOP BANK EASEMENT ---- Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OFA THE INFORMATION SHOWN. IT ISTHE \ LIMITS OF TEMPORARY ACCESS ROAD IMPACT CONTRACTOR'S RESPONSIBILITY TO °� 194 WETLAND (PSS) _ _ _ _ _ ___ __ DISTURBANCE WORKSPACE EDGE -B� -Bre BOTTOM BANK ----ss----ss- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE r \A ADDITIONAL EMP ACCESS ROAD I I CLEARING IMPACT LOCATIONS OF ALL UTILITIES AND WETLAND (POW) - - - DITCH POND WORKSPACE STORM SEWER PIPELINES PRIOR TO EXCAVATION. 196 _ 0 0 N 1276+00 1277+00 1278+00 1279+00 1280+00 1281+00 1282+00 1283+00 1284+00 1285+00 1286+00 1287+00 1288+00 1289+00 1290+00 1291+00 1292+00 1293+00 1294+00 1295+00 1296+00 1297+00 1298+00 O 0 u 240' 240' Iii o U 220' 220' o U) J a H z O 200' 200' N 0 J o 180' C/L AIRPORT ROAD C/L CSX RAILROAD 180 J O 0 00 WETLAND WG2 C/L DIRT ROAD 3 ' 6" MIN. COVER 160'–NATURAL GROUND C/L DIRT ROAD 160' Tj I L-- � u --� L--J 140' 140' 6i J U 0 42 PROPOSED T.O.P. LINE 434 30" PROPOSED BORE @ AIRPORT ROAD PROPOSED BORE @ CSX RAILROAD COVER (SEE REF. DWG. PNG-C-434-0001039) (SEE REF. DWG. PNG-C-434-0001016) co 120' 54' NATURAL GAS PIPELINE 120' Q U COVER w > 100' 100' PROPOSED HDD @ CROSSING WETLANDS (SEE REF. DWG. PNG-C-434-0001060) b MATERIAL o of 663' 1282+63 1235' 100' 158' 44' 1294+98 1295+98 1297+56 o 0+ 2 1 2 1 2 rn CONST. METHOD HDD CM1 BORE CM1 BORE CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 58 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/30/2017 SUPERSEDED ACCOUNT NUMBER - r6lli WOUS PLAN STA. 1276+00 TO STA. 1298+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG -C-434-0001292 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2930 2940 2920 Q OWNERSHIP o LAURINBURG/MAX o PIONEER HI-BRED M SKYWAY EDWARD N LAURINBURG/MAX AIRPORT (JOANN GENTRY) o Q 00 AIRPORT w o CHURCH o w RD v 3: O N (JOANN GENTRY N M co RD SR-1435 o co M (SR-1479) co M IL 0 0 ACREAGE LD E I Io' EASEMENTS PROPOSED 70' PIEDMONT IiATURAL GAS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001016 PNG-C-434-0001040 PNG-C-434-0001041 wow LUaw w w w w � UU U U Z Z Oj0 Z OO O Z O (D z Z o6 W H W = aZ Z }C) C) _j m- a V a t] � X a(n (n- W Z t] a ZZ Z as C) a mm m 0 z _ _ W J(n J LL a0}O W p o 3:W<W Z�LLJLL �>a�a( fn fn 00 0J O W W LL LL aLLCo 000� W 00 o ooZ) Q =apw wa�a a I01 a�a z�ggz�- pp0Q _ C/) 0- aW Wm- mZ 0 a L,a0 ( k-0�00IL 0(9o Wo oC)m- 0LU LU a EL o aCO ��m Co F— aoaa(9 a Czz/) ooa00Ww a -,�a 2Hmam aw HU w6 w H(U SOHwE w w Z m w _j w o_�X00�0 m w0 6w _j z WHUH w w OZ000600w m HwmmHHmm LL1 a 2 OM(OV L0 -V LO LO ISM M LO 00 (0 r` (D (D0 LO LO U') (0 r.- r.- 00007 00 O t t t t t t t + t t t t t t t t t t t LO O O t t O MCO LO O (0 r` O� t t t t V MOM O NMM� O t+ t t t t O r1_ OCl) (GONMO OOOOOM LO LO t t t t t t t t t t O O + O O + 00 00 00 00 00 O O 0 0 0 0 0 0 0 0 N N N O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O N NN V (0 O O r- 00 00 0 O O O 0 0 0 0 0 0 O 00 0 0 0 O coMM M M M M V LO LO (0 (0 (0 (0 (0 (0 V M M M M M M M M M 00 M N M - - \ - / pp- ; - _ - _ I wile 41 \ „a�\ — SCOTLAND COUNTY, - - _ NORTH CAROLINA �� ..f ♦ ` r do N o- L101 i na •J - ' r \ / ^a 5 -I 1 L rte•; 2930 2940 / i � � 2920 O ;� � � \ \ / ^a - - k � � _ ■ T ' 239'x 101' ADDITIONAL TEMPORARY do WETLAND WF3 _ o ��a ; � WORK SPACECIN C, a _ �� C'v CDCD 1299+74 PI < 55°00'00" RT. foo / IiIL Li * o ^ , a i�G�JQ / �/ \ Q // BI C O� p EXIST. LINE 73 NATURAL GAS PIPELINE N OPO DIRT ROAD �Q .417 moo * } CoA t i O J 1 < Womb GoA OR L. 3 PROPOSED 330" rC/L L o2 x 25 130'x 25'ADDITIONAL NATURAL GAS IPELINE O _3 1322+00100' 123,00 __M �'• T- 132 ±' o ` ' o TEMPORARY WORK SPACE WORKSPACE 131 131 131IL 321+00 -0X0011 1318+00 00 1319 ti - Qa 0 2 XO�\ Z. 0 1307+00-3-6+0 _ 131-1+00 1308+00 1314+00oil,/ 1313+00 0 131273 1311+0+0_ PROPOSED 70' ERMANENT EASEMENT ��- ■r r — C - 1303+00 1304+00 1305+00/ -------- I: - O - `\\ . 200' ' .0 ; WORK SPACE I60'TEMPORARY_.---------- 14'x 35'ADDITIONAL ADDTIONAL _ _ 35' _ - - - - - 150'x 50' ADDITIONAL AD TEMPORARY 151'x 50' ADDITIONAL TEMPORARY TEMPORARY WORK SPACE - •••-L WORK SPACE 150' x 35' ADDITIONAL 1302+86 PI < 36°00'00" LT. 150' x 35' ADDITIONAL 200x 35ADDITIONAL ' ' TEMPORARY I I WORK SPACE McA I I ACCESS ROAD 37B WORK SPACE WETLA WF2 TEMPORARY TEMPORARY _ WORK SPACE WORK SPACE I I •. 202' - _' - \ P PLS PLS PL� I I 1 a I w ii i i ■ r -■ 206 PLS PL— PL— PL— PLS PL— PLS PL � PL— _ — - - PLPL PL PL PL — _WEr— WETLAND — STREAM i BOUNDARY - _ _ - PROPOSED EXISTING v. RIGHT-OF-WAY PIPELINE EASEMENT —oE of -- OVERHEAD _ - TELEPHONE ELECTRIC THE PIPELINE INFORMATION SHOWN Q�� PL— PLS ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS RaA WETLAND (PFO) SOILS GAS EXISTING - PL PL- PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uN ---- uN- TV FROM VARIOUS SOURCES. AECOM Q / PERMANENT PERMANENT DOES NOT GUARANTEE THE 2�° WETLAND (PEM) CONTOURS _ _ - ACCESS ROAD----TB----TB- TOP BANK ---- EASEMENT Fo---- Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF No IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND/OR CONFIRM THE p, `L /Q� PL / P� �. _ , --- - - N LIMITS OF N WETLAND (PSS) - - DISTURBANCE - � TEMPORARY ACCESS ROAD - - -----BB----BB- BOTTOM BANK ---- WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY CLEARING LOCATIONS OF ALL UTILITIES AND pL � / - 2- P� _ � - WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH WORKSPACE EASEMENT IMPACT STORM SEWER PIPELINES PRIOR TO EXCAVATION. 0 0 N 1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00 1308+00 1309+00 1310+00 1311+00 1312+00 1313+00 1314+00 1315+00 1316+00 1317+00 1318+00 1319+00 1320+00 1321+00 1322+00 1323+00 1324+00 O u 260' 260' Iii o 0 240' 240' O C/L EDWARDS ROAD z5' C/L EDWARDS ROAD 3'6" MIN. COVER C/L DIRT ROAD 0 N 220 MIN. COVER C/L SKYWAY CHURCH 5' MIN. COVER 220 ROAD FNATURAL GROUND S MIN. COVER 3' 6" MIN. COVER O J 200' L — — _J 200' J � o co L - - J PROPOSED BORE SKYWAY CHURCH @ ROAD EXIST. PIPELINE 0 � 180' (SEE REF. DWG. PNG-C-434-0001040) PROPOSED BORE @ EDWARDS ROAD180' (SEE REF. DWG. PNG-C-434-0001041) 2' MIN. CLR. PROPOSED T.O.P. LINE 434 30" II PROPOSED BORE @ CSX RAILROAD NATURAL GAS PIPELINE 160' (SEE REF. DWG. PNG-C-434-0001016) 160' ui J a O coU 140' 140' U > 120' 120' 0 MATERIAL o o+ 36' 182' 100' 1298+36 1300+17 1301+17 701' 140' 1308+19 1309+59 1441' o 0+ rn 2 1 2 1 2 1 N CONST. METHOD BORE CM1 BORE CMI BORE CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 59 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/30/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1298+00 TO STA. 1324+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001293 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER OWNERSHIP v 2920 LAURINBURG/MAX AIRPORT (JOANN GENTRY) o O `2 " ILL O 0 ACREAGE LD Of EASEMENTS PROPOSED 70' REF. DWG. NO. U Z z O < W Z U Y=Y Om~oo J in W o Z o 0 Z z O Q WWQ 7->U�U� a 2 C) O + V N M cov — r 00 C) + + + + W O O D N N N N M M M M co 0 N O + + W O U') M M I 1 CoA til: SCOTLAND COUNTY,`BIC O_ RTH CAROLINA '4 , imp �_ _ f,^4 L I \ \ CqS { •4 '}i ' -■, GOA f r i 1p r I I ' I I ' I I w'� Y I .� : •�j,�1' I 1\ — GqS\ _ *� I• *} f I I � � _ GqS�� L - r r _ f'' IY I I r i '� * f 1 '_ +,1 � 4 a }# • hr J ` � - +7+�+IN ,L k' *'' r41 k r i } I I ' + 7 R rr roF NCR_ I I II LyAdh L a �, � d t I NOA r OF \ - 1 I {' 1 1 { t 46t I L A \ w CE13fti:�'# 1k 'I■ # j + ACCESS ROAD J' I :-;'} „' •p f AR -39 I � y _ �� I 1 - _ • � � I -� •�• �•' ' �� 2920 � ti� i * I I : � �+ r U) 4 # OQ It A y' * - I I it IIS I 7` M I I a I _ 9 - o Z G _ ir F 5 ' F r' + �LU +00- a r Z �t , - ± - 1325+00 i 'ti I ml -- -- -- - -- I I III 1326+00 1327+ I. J,E`-�- 00 1328+00 1 29 + F - -A ■ , BIC _ / F^ r} __ "■ 4 y• ■, I I ., PuA i� ♦A q I I - - ' 1L' 1 3 1' 1 z � � ..1 �;� r OTZ F� 2 1330+00 _ - - 1331+00 1332+00 1333+00 %1 34+00 -■- PROPOSED 70' PERMANENT II ' Ap EASEMENT - - - _ - - 1336+00 z , ' ` y, y - - - - k _ ��---- 1337+00 81339+00 _ 1340+00 1341+00 I F ��, i;; i� r ti Z i t I - - - T I - x0 - - - - 1342+00 i I 1 � 1345+00 1346+00 1347+00 a =1344+00 1348+00' ir 00 ----------------- --- "*� I jr � 60'TEMPORAR Y _ Lw 20 Q J i %r III ■ _� --- 202 "t - --------=- � 9� I _ _ �� WORKSPACE - _ -------------------- - - - ool rL / I ��I.0 i - C/L PROPOSED LINE 434 30" NATURAL GAS PIPE INC - NS r f - -- - - - / - Cil +� ,■ - - - � o --------------- - C� --- / , + ti 1348+28 PI < 27°03'05" LT. I #'6%"jjttgr \ �I � - A ,��• � \ r '' � -AAIL ; � RaA - -- 204 �' II Lb \46 � �•'`I � 1. Y 4 -: \ \ 202' - .1L i 16 _ i y _ - -- 1� . 4 _ ,. � r 1 xk AU THE PIPELINE INFORMATION SHOWN \ \ _ t �� ' ti �/ 11 . �� - __ _ { - 5 ,_ L� � F,r WETLAND � � � �`�'�-`�'�— - — t — BOUNDARY PROPOSED EXISTING OVERHEAD STREAM RIGHT-OF-WAY —oe OE— ---- ur---- ur- TELEPHONE PIPELINE EASEMENT ELECTRIC ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS FROM VARIOUS SOURCES. AECOM \'� \ _ I ', r - 0 P. �' # dr r / ti r 7e ' WETLAND (PFO) ` Fycns � 'F D ` - - SOILS EXISTING PIPELINE - PL PL— PROPERTY LINE X FENCE w WATER LINE----u,v----�- TV PERMANENT DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF � In ��■ - ti y i r �- + �- 1• - A ■ /� ` f ` - �� WETLAND (PEM) '_'_• ti PERMANENT ---- vo---- vo- FIBRE OPTIC CONVERSION CONTOURS - - - ACCESS ROAD----'�----T�- TOP BANK EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO - ' * ,�� , �}' I� * _ + t f i WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ___ TEMPORARY DISTURBANCE WORKSPACE EDGE -ems__ -B� BOTTOM BANK ---- ss---- ss- SAN SEWER CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND PIPELINES PRIOR TO EXCAVATION. 9, { �� i • E 0 WETLAND (POW) + POND �� ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH STORM SEWER IMPACT WORKSPACE EASEMENT 0 0 N 1324+00 1325+00 1326+00 1327+00 1328+00 1329+00 1330+00 1331+00 1332+00 1333+00 1334+00 1335+00 1336+00 1337+00 1338+00 1339+00 1340+00 1341+00 1342+00 1343+00 1344+00 1345+00 1346+00 1347+00 1348+00 1349+00 1350+00 O 0 u 260' 260' Iii o U 240' O U) 240' J Q H Z N � 220'- 3' 6" MIN. COVER C/L DIRT ROAD 5' MIN. COVER NATURAL GROUND 3' 6" MIN. COVER 220' ,y LL 200' w J_ LL a ° 180' PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE 180' a 0 I I ui 160' 160' J O Q coU 140' 140' U > 120' 120' 0 MATERIAL g N 2600' o CD 1 CM1 CONST. METHOD �2 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont LINE 434 PIPELINE PROJECT SHEET(S) 60 of 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/27/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER Natural Gas WOUS PLAN STA. 1324+00 TO STA. 1350+00 PROJECT NUMBER 2340067 DATE N/A INITIALS N/A MGR TECH DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001294 A STATION ID N/A DATE 07/07/2017 INITIALS CB PRINCIPAL ENGINEER PROFESSIONALENG/ARCHSTAMP CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 2920 3000 Q OWNERSHIP C) CD AIRPORT (JOANN GENTRY) SMITHFIELD PURCHASE CORPORATION o Q O O L0 M N (0 M V r M IL O I- 0 ACREAGE I- LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. z z LU w w w Z^. Z W Z W Z E E Y Y Y Y WLUwWLU H �-. Q W WQ-W� Z ZZ Z Z 2 Z Z" J Z Z_ J p Z p Q Q Q Q w z O LU of w U) (nom WU7W W� O J W WJW0-10 LL LL LL LL W Z H � W H awaa� o In (n LL 9:- LU 0`100`10 Z z O Q }Q a}aaQo w0 awwOwo�wo 2Z22Z2 _ U z Q z Q Q OmOOmO cn ��z w v�awwmw U U FD p :3F cncn(D v p p (D zLo000 0 z C/)Q w z Hw xF- XXLU z z p wXW00 0 w 000000 Q 2 m w p m w�wwm 0- w w w LLwawwOw LL mHmmHm 2 O O (n In (fl V)(0f�NV) V V O M 000 V (40N00 Ln 0)f1-(4 Ln O O f� U') 1'- M N��Or- O M (u (O 00-N 0')(n (4 004)4)O,N O t t t + + + + + + + + t + + + + + + + + + + + + + + .Cl)+ + O Cl) Cl) V V V V V. Ln LO O N N N N N N N Cl) (4(4(4 f-f-f- V U) Ln Ln Ln Ln Ln Ln U') Ln M MMMMMMM M MMMMMM r M M M M M M M M M M M M M M M M M M M M M M M M M M co M M SCOTLAND COUNTY, a� / ,' • v' , '��I� - ■ RaA L1 NORTH CAROLINA ti�• / __ F. WaB p T4 1�. - - •� }• •- - / 208'Ail- / Wk 1i // — - - �-1 • .� r�� 1 � ,ri 1 _, # BIC v � .�� a _ ■ �� / / •. � - - — - / IF � � 7 � - Z -7_ -� � 206' • r �1 ` 1 i 150'x 50' ADDITIONAL — - Y 1355+04 PI < 45°00'00" RT. • ti 1! � � ■� �+• TEMPORARY 2920 � + ti 1 1 ! r i 7 ORK SPACE 90' TEMPORARY - _ } - - 206' - WORK SPACE / / ■ _ - - / ACCESS ROAD 1 RaA ` 1 • • 2 AR-40 • "00 - �' - 3 00 � � WETLAND WE3 GASB--_-_ / J 1 �_-�_-_--_ ..- * ! / GA�� GAS GAS GASB =_ _ GAS G�AS p ii S =GAS S � AS GAS, S�"� _�_- S, GAS " X� �_-�_ GAS 135 00 / / F �_ = cas cas _-�_ GAS �3 �- 6+ �/' PROPOSED 15' - _ GAS �� GAS - _-�- cas 1710— PERMANENT • cns cns -�-� GA` GAS �� 1358+00 / / EASEMENT 1Lij cns ! GAS Q o U 0 J Q _ _ - cns - - 7!!Z _ - GAS �� 1359_ +— / - _ _ X 3AS GAS --I 0- NoAbi _ 1 _ _ _ 5�, GAS �_ GAS �� 1360+00 _ - r�"j GAS GAS -- GAS GAS 1 1 J .■ _ _ -_ GAS�G - _ GASB / z O _ /GAS 3 +�- 136 +�� ■ y 185'x 35' ADDITIONAL - — ' - _ _ ns — cas - 2 s GAS r ` f 1 WORKTEMPRARY 3 �� _ _ _ GAS` GAS cn _ _ As GAS G� - 35 ' - GAS - !�— cas / � 0 - - cn - �s�4Q 1365+oo= PROPOSED 70' _ _ GAs _Ra GAs , \1366+ — ■ =_-- GAs�cas�Ggs—�cas�cas� PERMANENT 1 GAS / Q b GAS EASEMENT x�p * / LyA = _ — _ GAS Gas t--_ GAS 1368+0 1 - 4 GAS _ GAS 1 - - GAS 1369+00 a 0 cns GAS GAs -GAS Il li GA 1370+0—� / / 100' x 1 ADDITIONAL EXISTING 45' Q - _- _ GAS GAS _ _ =As GAS 1371+op 1 ►� / TEMPORARY GAS GAs 133—� p __ PIPELINE EASEMENT _ GASB - _-�� GASB 2+00 M 7 �� / *� WORK SPACE \ / _ _ _ _ G GAS _ - GAS GAS _ 1373+00 !� GAS GAS 137 fu _ — _ GAS GAS ��_ '� / ` ` ` a Q _ __ • L-� 1 1 ° - _ GAS GAS GAS GAS GAS n—_ G� — I _ C/L PROPOSED LINE 43430 _ _ _ _-- L' _ GAS ��- GAS � �► o / i i r }� / NATURAL GA,5 PIPELINE - _ _ J � \ �J '- GAS J _ r # J EXIST. LINE 1 16 _ _ xp - GAS GAs a - _ ��w PuA f , NATURAL GAS PIPELINE _ GAS - I� / r � i NATURAL GAS PIPELINE - - _ G V 60' TEMPORARY r z cAs� WORK SPACE �� T a - _- Q G ` 1 V pa/ / 204' .. RaA EXISTING 50' - / BIC AuB I r -• L PIR �INE EASEMENT b F. 1 Z ir N T Z ■ 4 �!�,. ,1 % i . 1 -- or , J ti •'1 • ' GoA •, { , 7 WETLAND PROPOSED EXISTING OVERHEAD ■ � � T a—'�T-'�T— - STREAM RIGHT-OF-WAY —oe oe----ur---- ur- TELEPHONE BOUNDARY PIPELINE EASEMENT ELECTRIC III • - J EXISTING RA 1 r I - WETLAND (PFO) SOILS cns —PL—PL— PROPERTY LINE X FENCE w WATER LINE ---- �---- �_ TV R C IL �� PIPELINE PERMANENT PERMANENT ---- vo----vo- FIBRE OPTIC CONVERSION G E `� � ; -- / WETLAND (PEM) CONTOURS -- EASEMENT - ACCESS ROAD----'�----TB- TOP BANK U O A N. I IS r IMPACT S IS 4 LIMITS OF TEMPORARY ACCESS ROAD R L mp WETLAND (PSS) - - - - -----88----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY DISTURBANCE WORKSPACE EDGE CLEARING M THE ADDITIONAL TEMP ACCESS ROAD IMPACT - - - - AL ES 1 - WETLAND (POW) POND WORKSPACE EASEMENT DITCH STORM SEWER INTO EX 1bL - 0 O N 1350+00 1351+00 1352+00 1353+00 1354+00 1355+00 1356+00 1357+00 1358+00 1359+00 1360+00 1361+00 1362+00 1363+00 1364+00 1365+00 1366+00 1367+00 1368+00 1369+00 1370+00 1371+00 1372+00 1373+00 1374+00 O u 260' 260' Lii o U 240' 240' O U7 WETLAND WE3 NATURAL GROUND C/L DIRT ROAD z O 220' 220' N Of 3'-6" MIN. COVER LLQ J � 200' LU J 0 0L 00 T-6" MIN. COVER 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER EXIST. PIPELINE p a 180' 2' MIN. CLR. (TYP.) 180' EXIST. PIPELINE PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPE INE 160' 160' ui J Q O co � U 140' 140' Q U w > 120' 120' 0 MATERIALg 2400' o CONST. METHOD 1 CM1 CM3 CM1 CM4 CM2 CM1 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 61 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER — WOUS PLAN STA. 1350+00 TO STA. 1374+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA P N G -C-434-0001295 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 3000 3020 4000 4020 4040 Q OWNERSHIP C) SMITHFIELD PURCHASE CORPORATION � PATTEN SEED COMPANY (TATE REDDICK) PATTEN SEED COMPANY (TATE REDDICK) N AIRBASE RD BETTY U HASTY NC HWY 71 CHRISTINE D MONROE c) Q v v w (SR N -1307) N 0+0 0t0 0 OM rl- OD M M M M M M V O H 0 ACREAGE H LD E EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001042 PNG-C-434-0001043 zz z z w w z z w w z zLU LU LU LU LU LU LU LU LU LU LU LU Q z z z QQ WW Q W Y Y Q W Q O o0 Q W 0 QUYW� Q O O Q W 0 0 W� Z ZZ Z Q Q 00 00 Z_Z Z_ W Z� 0 oc)<Z� Q — Q 00 — ZZLU LU � 0 0 ZLU � z Z o WWW zaa W a a a 0`e Y0 J W }a J } Z � W~ 0Jw0LL Yaa }(n�paZ In W �LjL -- 0} 0 W¢ W Q Z Z = _ Z O 1-- ¢ Jaa = a 2ZOZ2 wOQH_QOw EO o �a w w w Q za-z 0 C<O 2a:o � Q W H0w�00 w Q z3: z 00 I.Lzac� )Z � Qp w HO v OQ w HQ = ¢ W �U)U) QXX U)z�a�a00 �z v O�z O O a�"��OQ��U) o � FD aCO aU) 0CD z�a�"0a Q 2WW XwOO600w WI.LmHUHmI.L a WXW aura a a w 00 O OX��wCox z Hwy L)wM0w 0W 0_ w w O X��C)JC)OX�O M HOWL OW U WHWaOH 2 C) O(nM O W N 0(00(0040 -zT h00000��CO) * I� CO V f�M (0(000 N Il- (n N 0 r1 -NN 0400 00404(0 f1- f1-0 �*U)co co r1- 00 CO 00 (t)f� �L0 W O(0 O Z; (0 C, NM I Or -r- 00 O t t + V V V t t t t t t + + 00000000000 + O + + + V V V + M t t O O + + + + + + + + + + NN N N N N N N N co + + + + + + + + + + + + + (0 00 00 00 0000 W 00 00 00 COLO O hhh MMM r-- r-- MMMMMMMM h M 000000 MMM OJ M 00 0 M M 00 0000000 0 MM MMMMMMM M 0 000 00 0 000 00 O M MMM MMMMMM MM �I SCOTLAND COUNTY, ROBESON COUNTY, _ NORTH CAROLINA KnB NORTH CAROLINA , ( '_ or � Jo 188. BrB ^a -Id Id o ^a / ^a / \ °) 150'x 35' ADDITIONAL MPORARY W RK SPACE RaA 3000 �'o ^a� 3020 4000 d �, 4020 4040 (� o o ^ a 150' >f 35' ADDITIONAL TEMPORARY J o 79 TE a 150 x 35' ADDITIONRL �� W WORK SPACE 150'x 35' ADDITIONAL TEMPORARY / TEMPORARY o 9� WORK SPACE c u - PROPOSED 15' WORK SPACE N \�'A� n A - 0, PERMANENT 90' TEMPORARY /^a EASEMENT -C O -----_______ WORKSPACE------------- ------ ------ --- 0ow \ �m \ LU I �1 QO + — — ------------- --- — --------------��— T � 'ice o p CF o i x ^ �/ / aT � O 16 m � �\ O ACCESS ROAD �, AR-MLV-04 !. I ^a/ — +00 LLI 1375375+0__0- --+� 1376+00 Ili / / �° '` '� ^ a / a --�� —��-- o� �\ �� 1 + 139+,Q0 1395+00- _�� — 0 - 0 1396+0 1 97+0 11 9+00 T 140 Z Q 1377�� 1 I I 0� _L 1378+00 1 9 _�_ _ + 384+00 00 -�� 3 +00 1386+00 1387+00 138 +0 3 +�� 3 1+ '+— 0 f + - GAS GAS — � 138Q+00 1 1 + 13 2+00 T� 138 a �\GAS _ _ GAS GAS GAS GAS - "` -�--�� GAS GAS GAS GAS GAS I / m .,.. / I —� GAS — GAS — GAS — GAS —GAS — GAS — \ G — S GAS GAS G S GAS - - S - -- ----- - GAS GAS GAS G GAS - - -- = - — - - — - - - - - - - - S GAS GAS � GAS � a GAS— - _ �_ __ GAS '�-- �AS IGS GAS - �-_ � i I - GAS � GAS GA -d -L�- GAS GAS GAS GAS — GAS —GAS GAS GAS—GAS—G- -- -- _ _ �_^- GAS GAS — GAS GAS GAS — GAS — GAS — GAS — GAS — GAS _ - _- -- GAS — GAS GAS -- GAS S GAS GAS — GAS — GASYAAS — -- -- Y -- GAS — GAS — GAS GAS GAS — GAS — GAS AS �__- GAS -- -- --- -- _ _ - - GAS — GAS — GAS — GAS — - -- - —GAS — GAS —GAS lSGAS GA GAS — GAS \ \ - - - GA GAS G G�S Sf—G GAS GAS GAS GAS — AS — GA - - - - - - - - - - - - Q EXIST. LINE 1 16" 1379+87 PI < 5°08'41"LT. ^ EXISTIN 45'NATURAL MLV-04 GAS PIPELINE a PIPELINE EASEM NTEXIST. _ LINE 17520" NATURAL GAS PIPELINE ^a C/L PROPOSED LINE 434 30"a NATURAL GAS PIPELINE / OZ�o2 N I a�2 P \ �� o EXISTING 50' IPELINE EASEMENT / 2 - /^a ONoA GoA O C0 202' -)hp -1111110 ^a / QPF co/ CO + �o d CO / J • ^a/ / �, —wEr—WEr— Q WETLAND _ — BOUNDARY _ PROPOSED STREAM PIPELINE _ _ EXISTING —oe of OVERHEAD ____uT____uT_ RIGHT-OF-WAY TELEPHONE EASEMENT ELECTRIC THTPIPEI, R WN G ^a 202' ON THIS DR IA(i1S A COMPI ON OF DATA OBT%�IED`F�OM 0L�/ING � / a WETLAND (PFO) SOILS GAS EXISTING PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- my ---- uN- TV FROM VARIOUS SOURCE EC DOES NOT GUARANTEE THE &*- - r l LYP` ^a � �O L / WETLAND (PEM) CONTOURS - - PERMANENT EASEMENT PERMANENT - ACCESS ROAD----'�----TB- TOP BANK ---- vo----vo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF ^a IMPACT THE INFORMATION SHOWN. IT' CONTRACTOR'S RESPONSIBILIT / ^a a WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY DISTURBANCE WORKSPACE ACCESS ROAD ee---- BB- ss---- ss- ' EDGE BOTTOM BANK ---- SAN SEWER TEMPORARY LOCATE AND/OR CONFIRM THE 1 - / ADDITIONAL TEMP CLEARING ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND ^a/ a WETLAND (POW) POND WORKSPACE _ _ - DITCH STORM SEWER EASEMENT PIPELINES PRIOR TO EXCAVATION. 0 0 N 1374+00 1375+00 1376+00 1377+00 1378+00 1379+00 1380+00 1381+00 1382+00 1383+00 1384+00 1385+00 1386+00 1387+00 1388+00 1389+00 1390+00 1391+00 1392+00 1393+00 1394+00 1395+00 1396+00 1397+00 1398+00 1399+00 1400+00 O 0 u 240' 240' 6i J CD 220 C/L DITCH NATURAL GROUND C/L AIRBASE ROAD 220 C/L NC HWY 71 z O 200' 200' N_ p T-6" MIN. COVER 5' MIN. COVER I I LU U 180' PROPOSED T.O.P. LINE 434 30" S MIN. COVER — L — — J 180' J E a 0 00 NATURAL GAS PIPELINE 5' MIN. COVER 0 160' 160' b PROPOSED BORE @ AIRBASE ROAD 3'-6" MIN. COVER PROPOSED BORE @ NC HWY 71 (SEE REF. DWG. PNG-C-434-0001042) (SEE REF. DWG. PNG-C-434-0001043) 140' 140' 6i J O Q coU 120' 120' U > 100' 100' 0 MATERIAL o o+ 1808' 100' 1392+08 1393+08 483' 120' 89' 1397+91 1399+11 o 0+ r- 2 111 2 1 00 CONST. METHOD F1 CM1 CM4 CM1 BORE CM1 CM2 BORE I CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 62 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLANT STA. 1374+00 TO STA. 1400+00 DATE INITIALS PROJECT NUMBER 2340067 N/A NIA MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY ST REC &STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND &ROBESON COUNTIES, NORTH CAROLINA PNG -C-434-0001296 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC NT R Rockingham Resource Center, Rockingham, North Carolina CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 4040 4060 4080 4100 4120 4140 Q OWNERSHIP C) CHRISTINE D MONROE ORAL LAGRAND DIAL 00 CRAIG LOCKLEAR LO BRYANTS NATHAN T- WILLIE MCGIRT rn C A BROWN, JR ET ALS 0o Q C:) m r-- 4 CIRCLEN COLBERT m ILL (SR-1376) ACREAGE LD EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS 200' IMPACT PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001044 z LU z w LU w ww z z z z w LU LU w LULU w w W W W U ._ U W UU W W U) 0 0 < U) < (n ZLU Z C/) ZZ (n C/) < OJ O < 00 < < Z �Z w Q LU �_j w LU LU ZZ w U0 U w UU w w w w LU LU LU LU LU LU Z_U>> 0UZ 0 Z_Z_ 00ZZ ZZ z p w z_ cn w <w JJ �Yf_ N JJ �a W J> O(nJ O JJ OOJJ JJ H Zd< Y=YWZF_ LL=Wd LLLL�� a J o o w Z Z o J OZLLLL �a < J0-0 ZUzL�w 0U�a O�O�Wa Of a- z w ( o � U < o wmwwa� N oa000SQ v D_ 0S HO w w w ? a�w momwOfCL LULU 0 UWWLU LU co FD OL - o- D_ (D co O (D � zc9c90SQ O� 00 v v U � � � < z 000oOfX w w IYX� O�O0�x of Xwoo�X w < w wHwwaw 0- 0- LU m Uwe HUHwUd WUOwOfLLwwdw O_ LU a a 2 OM O N OM` O00 V r ('')('')co � co 00 V COQ r-- M�� V (OMO� V)000 V V) N� r`00 0000�N coU)co (O r`r`O�� 00 co O I- O O O + O O t O O + + + + + t 4444 M 0000 O O + + 100 00 t 44 t + + + + + + + + t t t t t + + _ __ �NNN N_N_N_N_ N_N_NMM_ V V + + co M N t V N V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ir ROBESON COUNTY, Vrrr \) NORTH CAROLINA \ � - dr _L�1a iFL rNO 441 Id ld Id d 1d )y id ld p �} i W TLAND RPWE1 C� 1a � J > � 4040 4060 � � `- o oN i 150'x 35' DDITIONAL \ 404+19 PI < 2°43'12" RT. 150' x 35' ADDITIONAL PROPOSED 15' < per/ �/ p 90' TEMPORARY o TEMPO RY >y 90' TEMPORAR TEMPORARY Gv PERMANENT WORK SPACE �Q' \ KaA pv/ WORK SPACE WORK ACE \ EASEMENT 1418+43 PI < 1°46'06" LT. \ >� WORK SPACE �y per/ 1423+90 PI < 8°01'20" RT. Q-------------Lij o ----- --------_---- >d----------- �\ 70' TEMPORARY / ------- QIP WORKSPACE \ �/p -------- X96 __-_---------- -� — — — — — — — — — —cn C QO z o \ �� \ )o Jo \ /p�� P /� / i� �o` Y >y i // / 1a / a/ * O O _ LL� Z J - +00�_� 1401 +0 1 0++00 I GAS —GAS — GAS GAS GAS 1404+0 14� 03 � 1 \ —GAS � C S GAS 1405+00 T' 1 066+00 1407+0 1 8+00 140 +00 I — GAS — GAS — GAS — CAS—GAS—\ GAS — GAS — GAS— —GAS GAS �- �- 1410 00 1411+0 13+ 0 1414+00 1� 15+00 1416+00 +00 , �s �! �� i� / �- 1418+00 1419+00 -- 1420+00 1421 +00 1422+00 1423+00 1 2 �— ��-�T�� —7— �� (V J - - z J 7. GAS — - - — — _- -- - - - - — -- — GAS — GAS — `' GAS GAS G GAS — GAS A G GAS GA GAS A5 GAS — GAS — GAS -- GAS GAS — GAS GAS — GAS GAS — GAS — GAS —GAS —GAS — GAS — GAS GAS F GAS — GAS — GAS — GAS — AS GAS tCP — GAS � — GAS — GAS — GAS — GAS — GAS GAS — GAS a GAS G -- -- _�_ — — — -- - =- -- -- - -- -- GAS — GAS — GAS — GAS GAS -� GAS GAS — GAS — GAS GAS GAS AS GAS GAS GAS GAS — GAS Q M - - --F GAS GAS — GAS — GAS — GAS.— G 5 — GAS — GAS — GAS GAS — GAS G GAS G U/� O EXISTING 50' >d \ Lab 4100 O O EXIST. LINE 1 16" - * - Q a EXISTING 4 ' \ IPELINE EASEMENT >o r E TING 45' \ \ PIPELINE EA EMENT NATURAL GAS PIPELINE EXIST. LINE 175 20" a PIPELINE EASEMEN � �� \ / >� C/L PROPOSED LINE 434 30" < EXISTING 50'NT NATURAL GAS PIPELINE PIPELINE EASEMENT NATURAL GAS PIPELINE \ \>° / 1a / \> / ' IJ* o- 16 ,I ` �IAc LaB \ / —wEr-wEr— WETLAND — - — STREAM j BOUNDARY PROPOSED _ _ EXISTING w RIGHT-OF-WAY PIPELINE EASEMENT —oE OE— OVERHEAD UT ---- ur_ TELEPHONE ELECTRIC THE PIPELINE INFORMATION SHOWN RIS ON THIS DRAWING IS A COMPILATION OF DATA OBTAINED FROM DRAWINGS RIS r \ / WETLAND (PFO) SOILS �� EXISTING cns -PL—PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- u,v ---- UTV- TV FROM VARIOUS SOURCES. AECOM _ -- - PERMANENT PERMANENT DOES NOT GUARANTEE THE ACCURACY OR COMPLETENESS OF !�+ RIS' RI _- " WETLAND (PEM) CONTOURS - EASEMENT - ACCESS ROAD----78----TB- TOP BANK ---- vo---- vo- FIBRE OPTIC CONVERSION IMPACT THE INFORMATION SHOWN. IT IS THE WETLAND(PSS) PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD _---ee---- BB- BOTTOM BANK ---- ss---- ss- TEMPORARY SAN SEWER CONTRACTOR'S RESPONSIBILITY TO I alp DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE '046I ADDITIONAL TEMP ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND Jo / WETLAND (POW) POND _ _ - DITCH WORKSPACE EASEMENT STORM SEWER PIPEIANES PRIOR TO EXCAVATION. / RIw� 0 0 N 1400+00 1401+00 1402+00 1403+00 1404+00 1405+00 1406+00 1407+00 1408+00 1409+00 1410+00 1411+00 1412+00 1413+00 1414+00 1415+00 1416+00 1417+00 1418+00 1419+00 1420+00 1421+00 1422+00 1423+00 1424+00 O 0 u 240' 240' w J o U 220' 220' O J WETLAND RPWE1 < NATURAL GROUND C/L BRYANTS CIRCLE z200' O 200' N O w J O 180' L J I 180' w J U_ 00 T-6" MIN. COVER 5' MIN. COVER 5' MIN. COVER 3' 6" MIN. COVER p 160' 160' PROPOSED BORE @ BRYANTS CIRCLE PROPOSED T.O.P. LINE 434 30" u (SEE REF. DWG. PNG-C-434-0001044) NATURAL GAS PIPELINE 140' 140' ui J < O co � U 120' 120' U > 100' 100' 0 MATERIAL O C) 1173' 100' 1411+73 1412+73 1127' 0+ 00 k1 2 1 N CONST. METHOD CM1 CM4 CM1 BORE CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 63 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER r6l I I PLAN STA. 1400+00 TO STA. 1424+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECHWOUS Natural G DRAWING NUMBER REVISION DRAWING BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001297 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4140 4140 4160 4180 Q OWNERSHIP C) C A BROWN, JR ET ALS CSX RAILROAD ,0" C A BROWN, JR ET ALS LUMBER RIVER DAVID LEACH HEIRS N LUMBER RIVER N MARSHALL P JAMES JR & JANE JAMES & MARY HILLIARD o Q C? + v + v + v v v v + v v o ACREAGE 0 o' o' EASEMENTS PROPOSED 15'& EXISTING 45'& 50' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 65'& 50' PIEDMONT NATURAL GAS PROPOSED 70' PIEDMONT NATURAL GAS 70' IMPACT REF. DWG. N0. PNG-C-434-0001018 z z z LU w w w w w F_ W Y 00 Y W(n W z z Y Y Y Y Z CD w� Z 00 00 Z w 3 H w H .-. Q Q Q LU Z Lz LU z LU Z z� m WW m z� J z a H �� z m Zmz m z m JJ - z_ z O (n J JQ J U)Of J w LU LU J J J J W w LL LL w o w } LL LL LL LL w Z dQ OYOf0-1 dZ (n o (n (n �� YOQ�O� Y YO Q�Q OY Q Q Z LL �� Z O IF Q a� �ZXXZ�UZaW o a Q Z2LU z zg www 2Z w w U z �w �mUCQ00 00 CO ¢ N Z Q w Q LU LU LU O LULU a mF�a�a m co Osco _ ¢ W U) U) C3 S'- �a a� 0- Sq 0 V SQ (D 0 0 0 (9 (90 O a� OHO a a� O �_ H Q w X� LULU��LULUOX_ ZX w Z 0 Z 0 00 w 00-11011 0 00 �0:_j 00 _j _j Q W 2 m LU 0-1 EOHM001 I-w� w a w M w M w w LU LU a HE0UdE0d I- QED UaU ml- U U 2 O V O O Ln 00 Cl) (O � Ln � 0) Ln L0 O M 00 M I- Ln (0 N M Ln V N (0 I- N CO N O(0 O 00 O O O (O O) O) O) O O N Ln h � Lf) O Ln (O O Cl) (0 (0 (0 00 00 (D 7 N U') N C0 (O M Cl) M O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + Lfi O wwwt` r-r-r- O N N M ';T 'TLn O w 00 O O O O O O N N N N N O O N N N NNNNNNNNN N M M M M M M M MM M MMItIt It t V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V T ROBESON COUNTY, 1 _ - _ - _ RTH CAROLINA L4W- I 1 ; T r \ 7 I L 1 pIP6!� -'-�i J •— 1 - I JL_ I. -.� KaA - rI dk I 1, z �.^ i O �• L - r BB 6 if id ir :P6 WL I I ACCESS ROAD AR-41011- - •, - i ; - - ■ 41 L -# • = o 04 0o WETLAND WE2 135'x 35' ADDITIONAL 1 - I I 4140 I I WORK I ` 1 • I WETLAND WE2 _ • I' Li \ �r\� 182 LaB ■ � I _ wu _ 1d 7cyr 06 L .1 9-% 1. 06 '7 -9 o U o CO ,.-a "Q' 166'x 35' ADDITIONAL �a d \ I PROPOSED 70' t N �� TEMPORARY r �d PERMANENT _ 0 u { - Q z 0 - d` �\ WORK SPACE - PM ( \ r EASEMENT _ - 'j jp y'�' 200' x 70' ADDITIONAL ) G TEMPORARYO ^a/ o '� PROPOSE 15' WORK SPACE - !I d �d I 1 Z L `\� PERMANEN EASEMENT i / 4 + 0 / �V _ GAs\c \ * p �0 ��0, 90'TE PORARY 0( �- 4 + �- 1V �As\ \ �\ \\ 0 1 • _ _ � WOR SPACE O L T i As GAs � ,oy \ I I � - 4 _ _ r r + \\ qS GAS / \ — � I z i' \ 0 16 GAS :1.3-- GAS \ qS s\ `mom\� HDD ENTRY POINT EXIST NG 45' \\��^� G\\ \' GAs\ 3 0- s\\_ cqs\ x °``r Q PIPELINE EAS ENT �`� 1 + ��cc �� A �e L GqS S x 1436 *00 C/L PROPOSED LINE 434 30" -� S\� \ G `�j `�`�' 1435+00 A� „ FR ,� I NATURAL GAS PIPELINE EXISTIN 50' \ OAS +00 \ • PIPELINE EASEM T cqs Z4 1433+() GqS - CAS \ \� EXIST. LI 1 16" \ c \'�< GqS i P� /� WETLAND WE2 CA NATURAL GAS PIP LINE GAS GAS AD A.C. 416 ?o`ra\ a �� 7� - •� r- • EXIST. LIN 175 20" � \ � \ cqs ADDITIONAL `\ <- NATURAL GAS PI ELINE EXIS NG 50' GAs \ \GAs _ TEMPORARY- \ PIPELINE EAS ENT EXISTING 5' \ c \ \ GWORK SPACE id ti L \ PIPELINE EASEMEN __ - S GASB, ,d �r rL Gqs-_ \ _\ \ \ Lu \ \ - - -- - -- -- - , ......, \GAS \�"AS \\_ ------------------------- S— GAS GA —_-_ 1 GAS GAS — GAS — GAS — GAS — GAS — GAS GAS GAS \ ` A� — - - — - - ------ - \ \�� \ — - - — - — - - GAS GAS �� \ GASB '\ GAS �\ - ------ ...GAS-- GAS— GAS \ GAS\ \ GAS ----- — -- —- --- -- = WETLAND PROPOSED EXISTING OVERHEAD \ \ CA GAS GAS— AS G GAS— GAS-- GASB _ -,E_ _ - - STREAM w. RIGHT-OF-WAY -oe OE— ____UT____uT_ THE PIPELINE INFORMATION SHOWN �� \ \\y\ BOUNDARY PIPELINE EASEMENT ELECTRIC TELEPHONE ON THIS DRAWING IS A COMPILATION EXISTING T F L= WETLAND (PFO) SOILS GAS —PL—PL— PROPERTY LINE X FENCE W � WATER LINE--------uN- TV OF DATA OBTAINED FROM DRAWINGS T / \ cq PIPELINE ' \ FROM VARIOUS SOURCES. AECOM \ \ `_------------- PERMANENT DOES NOT GUARANTEE THE , / / GAs\ \ WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION GAS ACCURACY OR COMPLETENESS OF I / AS GqS EASEMENT IMPACT \ \ LIMITS OF TEMPORARY ACCESS ROAD THE INFORMATION SHOWN. IT IS THEcAs \ 1 - - - - -----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY WETLAND (PSS) CONTRACTOR'S RESPONSIBILITY TOZ ' DISTURBANCE WORKSPACE EDGE I As' CLEARING LOCATE AND/OR CONFIRM THE ACCESS ROAD AR-42 \ _ _ LOCATIONS OF ALL UTILITIES AND - - 1432+45 PI < 25°00'00" LT. ,- I � \ ; WETLAND (POW) POND ADDITIONAL TEMP WORKSPACE EASEMENT ACCESS ROAD - DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. . I - 0 LUN 1424+00 1425+00 1426+00 1427+00 1428+00 1429+00 1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+00 0 u 240' 240' ui WETLAND WE2 o 0 220' 220' CD U) Q I- C/L CSX RAILROAD NATURAL GROUND Z O 200' 200' N 0� C/L LUMBER RIVER 0 w 180' w LL 0 CD LT-6" MIN. COVER L - - L - - J LL O 160' 160' � b 11' COVER PROPOSED T.O.P. LINE 434 30" 40' COVER 42' COVER NATURAL GAS PIPELINE 140' 140' w PROPOSED BORE @ CSX RAILROAD b v (SEE REF. DWG. PNG-C-434-0001018) co U 120' PROPOSED HDD @ LUMBER RIVER & COREY RD 120' (SEE REF. DWG. PNG-C-434-0001061 & DWG. PNG-C-434-0001045) > 100' 100' 0 MATERIAL 235' 140' 693' 1532' 1426+35 1427+75 1434+68 o 0+ CONST. METHOD N 1 2 1 2 CM1 BORE CM1 HDD U') CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 64 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1424+00 TO STA. 1450+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural G DRAWING NUMBER REVISION D RAW I N G BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001298 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4180 4180 4260 Q OWNERSHIP C) MARSHALL P JAMES JR & JANE JAMES & MARY HILLIARD M COREY RD MARSHALL P JAMES JR & JANE JAMES & MARY HILLIARD � EDWARD M JOYNER & CAROL JOYNER o Q +o v (SR-1360) v w O O 0 ACREAGE LD E Io' EASEMENTS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT REF. DWG. N0. FPNG-C-434-0001045 w w w LU 0� 0� w Q z z o o 0 0 ._ 0 O O J D 0._0 00 00 00 00 a Y YU_ U z 2Ez2EzY M YY mz M YmzY aff a J CD Z_ Qa QO � � z Z wawa Q Z wa QQ w wa QwaQ mW mQ U mm �W�W m mQwm 0 Z_ Z 0 U O J w J QW QW Qw z O� OW W '� a w w cn c~n�c~n� a ��zaa �� a��a Z O 00 OY— Z O Y Y=Y a YO gaz 2aQazUz Q~ z as aaaa� LL LL aaz2aa2z- = x � o 00000 w o0 00Q0000Q= O c~/) 00< 0000Q�Q 0O<00 H �C9a �00 0a0aDa C7 o co M Z LU O SQ 0 0 0(D0LU (D O �Cw7oCL ��a�� LU LU �o0�00-0� C/) Q 000 W D IY x 0 z 0000 o tY 00 00000 00000000< 2 mwF mWUWHUHtY m= U w w w wwww m a ww06MM w ww�-mwwm�-2 O V COO N�Cf)M M OI-N L0 Q0 O co L0 O 1- O_ V N V0 V �N(fl X 1-000 MO O ONS m V)(0 r-1-000)O) I O 1` r--'-O O 00 It��U (O(O(O f` 00000)0 + + + + + + + + + + + + + t t t t + t t + t + t + + + + + + t + + + + + + O Cn Cn Cn V V V V V V V V V Lo Lo 0 �� 0 N N00 O 0 0 0 0 L0 L0 L0 (!)L0 L0 L0 L0 (O (n u) u) u) (n u) (n u) (0 (O (O (O I- I- I- I- I- I- I- I- r- I- I- I- I- I- vvv vvvvvvvvvvv v vv v v v v v v vvvv vvvvvvvvv Alv - - ROBESON COUNTY, � 94 NORTH CAROLINA - .' } A'- IL 46 y 188' Lu Alm 0 y ` i — ' i• + ' ` 4 T` ; WETLAND WE1 ' k WETLAND WE1 I wEr —wEr— _ - - �- .- r r {, a ' w 200'x 70' ADDITIONAL ' 910 / - TEMPORARY I 4180 + ' r - • F WETLAND WE2 J WORK SPACE Jo 89'x 35' ADDITIONAL �.- _ O 'i ti+�) TEMPORARY o POND PE1 WORK SPACE 04 —F \ u - _ • ! 60' TEMPORARY POND PE3 i 41 0 _ - 8 O WORK SPACE Li Qice, Cl ,`� O------------------------------------------------------- -------------------------------- — --- ' o i - \m� \�� n u \\ �I�/ W 0 1 1+ 0 4+ 1 1 �'. 4 + 6 +0 1 5 0 4 + 1474+00 1475+00 lt7l W 5+00 456+00 1457- 45 + 1 9 0 4+ 6 +0 1 8 0 4+ 7 �°I 1471+00 1472+00 1473'+00 1454+00 6 + I / U41 A CESS ROAD AR-43 0 PROPOSED 70'- Q m 1 Pt �-- a ,��a' v n� "� GASB r •=� - � � m � � �� PERMANENT � fig( � y BB m EASEMENT " ' p -�-" Gp5_ GPS I C/L PROPOSED LINE 434 30 /� Y �`� z a • h _ N / � HDD EXIT POINT a \ _�- 1 NATURAL GAS PIPELINE �a Gni cAs / _ STREAM SE1 GPSIL ' \ EXIST. LINE 88 J I UT TO LUMBER RIVER GAS \ I "�"- / ---�" / m s NATURAL GAS PIPELINE ` 4r - /S� GAS GA q - -\a WETLAND WE1 _ 186 / -"� / GAs 4 GPS r-" GPS : — - GAS/ %p PONY PE2 / �+ GAS--WETLAND WE1GAS � GAS � GA GAS — GAS / POND PE --- GAS —GAS — GAS GAS GAS • - - - - � � /� T - — - GAS � —GAS / - " - ------ - ' GAS GAS —GAS - r? -_T GAS-- - t - �— l •' 1�' - 1------------ / J —� �, _ - / 4 / 4� - — GAS — G�S —GAS --- GAS — Q A _ _ - AS GAS � - GAS � ----------- � GAS GAS —� ` : - T - _ s GAS GAS _ GAS GAS — GAS GAS —cqs — \ / / - - BOUNDARY — — — STREAM EASEMENT "` RIGHT OF W—ELECTRIC �- TELEPHONE \/ WETLAND PROPOSED AY oe OE— ED _ _ EXISTING OVERHEAD __ -uT ___ _—__—__------ PIPELINE \ --- w WATER LINE----uN----uN- - —__ ` __ -- ------ WETLAND (PFO) SOILS cqs PIPELINE —PL—PL— PL— PROPERTY LINE X FENCE TV PERMANENT PERMANENT---- vo----Fo- FIBRE OPTIC CONVERSION WETLAND (PEM) CONTOURS - - EASEMENT - ACCESS ROAD----'�----TB- TOP BANK IMPACT Jo -0 LIMITS OF TEMPORARY ACCESS ROAD - WETLAND (PSS) — — — — —----88----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY HAL; IU: - DISTURBANCE WORKSPACE EDGE CLEARING + ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT N Wkg I * R ' y, ' -0 WETLAND (POW) POND WORKSPACE EASEMENT - DITCH STORM SEWER O 13M \ � 1 F O O N 1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00 1459+00 1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00 1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 O u 240' 240' WETLAND WE2 WETLAND WE1 Iii o U 220' 220' O U J C/L COREY RD EXIST. PIPELINE NATURAL GROUND z STREAM SE1 C/L POND PE1 C/L POND PE3 0 200' UT TO LUMBER RIVER 200' N_ 0 _ LU 180' LU J 0 � 2' MIN. CLR. J w0 a 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER O 160' 16' COVER T-6" MIN. COVER PROPOSED T.O.P. LINE 434 30" 160' NATURAL GAS PIPELINE 140' 140' ui J Q O U co Q 120' 120' U PROPOSED HDD @ LUMBER RIVER & COREY RD (SEE REF. DWG. PNG-C-434-0001061 & DWG. PNG-C-434-0001045) > 100' 100' 0 MATERIAL o 581' 1455+81 2019 0 0 2 1 CONST. METHOD HDD CM1 CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 65 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1450+00 TO STA. 1476+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural G DRAWING NUMBER REVISION D RAW I N G BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001299 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4260 4300 4340 Q OWNERSHIP bo EDWARD M JOYNER & CAROL JOYNER N RED HILL RD ORIS BULLARD ,M FITZGERALD CHAVIS o Q ILL tC) CD (SR-1312) o co In 00 o M C? O ACREAGE c� EASEMENTS 200' IMPACT PROPOSED 70'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 40'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 35'& EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001046 w w LU w U U z z z z 0<< O (n CD _j Z 0 < Z } = < 0 zW O Z W W Cn W O _j _j �� Y<LL LL LL 0=Yw2HwYLL Z=YZZ (D U) Z_o J H WW W z Z C) W N Z O O m Z~ CO O LL Ww O CO CO CO < Of ° W J Q H C/) U < LU O_ 00 z v C7 0 d �IL0 00d�d oo w w 0 O��Oo�Q o0_j Z `�' 0 00 V Of _j < r� ww w a m w H�UHwUawHUH� w a a 60 2 O O t CD1- O 1- V I- M NOLO CD �;M V 0� 0 � � U') 0 0 (0 � N N N CI) It Cf) (o Coco 00 N + + t t + + t + + + + + + + + + + + t Cl) V o) 00 (f) 0 7 t t + t O O + C4 h V Coco r- r- 00 00 000000000000 N h h h h h 1- 00 00 00 00 00 00 00 00 00 00 00 00 00 V V V V V V V V V V V V V V V V V V V N (fl Coco 00 00 00 00 V V V V O 0 V S —' - - - 4 . • �>w' _ � �'■' ' 1 �� _ ., 1 = +� -, ROBESON k COUNTY, NORTH CAROLINA \ 1 _ Iry j ' ,• r J R T a _ 1 + 1 OARati • 1 i • APL_ ' • '1+y 40 3f -7•+}' ,111_ j 1 ' J•1 ' '. . L IL1 l . I # 150'x 35' ADDITIONAL \ Q TEMPORARY WETLAND WE1 WORK SPACE L00 , J � a•` �tii •4?� 1 _ - \` ?\'A ti . li __ ti+i _ - 155'x 35' ADDITIONAL 4260 �p 90'TEMPORARY WORK SPACE \1_� TEMPORARY WORK SPACE60'TEMPORARYWORK SPACE \x~ iLi ■ � r * �IL _ :'� - PROPOSED 70'\\1483+p0 PERMANENT 1`p��- o < - f 1!g2+00 � { -`EASEMENT + z T +ti, •- _ � 1 a T o � --A$ 0GASGAS / \ \ �\ \ GPS' > 1+Q� \ GAS \ X1"486, � O ti!■ z a w� " r ■ # \ �$�+� \ \ GPS k\ \ \ GPS n \ \ GAS G P 86+ WkB 148 +00 -- / �/� - - •r 'I 'y �,'� -5-- - - r. j 1 �"I y 2 Q rrill. GPS\ r\ ` --/- / / GAS _ %" P \_ '��. / / \CA ` i. 4881-p`\\,5 .I'� •=. .Ire. lye` • ' Z O '�� +0 i � / GP GPS O ` \`L/- A G PL / // �, AS 1489+' � QQ . r ' _• '1 Lr 11: d rz; iF - �■F' * 1 7 ✓ b v +00 X 'GPS N \4. l \ GPS - \ / / PL �__ DIRT ROAD GAS 149 I■• GAS 2 - - �- '` i''rr GPS /-'/ �\ P N -/ s� Gr$ --�� \� / / p0 - \ 1482+81 PI < 31°10'51" RT. C/L PROPOSED LINE 434 30" PROPOSED 35' \GAs �� ♦ �_ GAs J •z Sr r �_ �:. �I a: GP -, PERMANENT Q a a■F r _ �r �,� �' r ` }''' _ ' ■�1 + " ♦ /,-/ EXIST. LINE 175 20" NATURAL GAS PIPELINE EASEMENT a NATURAL GAS PIPELINE `a�� ti EXISTING O Pt O 70' 1� f /- PROPOSED 40' �� . • - - WETL ID`Wtl ti 5 PERMANENT PIPELINE EASEMENT �- �. EASEMENT 1 1477+97 1 < 11°29'11"f N 204' 4340 I4P' �r r J } • , 1 n 0) � �- POND PE2 - : �EtNLN RMATION SHOW F , _ WETLAND —WEr - WEr BOUNDARY PROPOSED STREAM PIPELINE _ _ EXISTING OVERHEAD EASEMENT "` RIGHT-OF-WAY —oe oe ELECTRIC ___ ___ -� -�- TELEPHONE DRAWING TS A COMPILATIO TA �AWD'FROM DRAWI - 1 _ WETLAND (PFO) D EXISTING SOILS GPs PIPELINE —PL—PL— PROPERTY LINE X FENCE W WATER LINE __Im____Im_ -- TV FROJvI VARIOUS SOURCES. AECOM ■• NOT GU�PR5 NTEE THE r Wq�■' YO PLETENES F + F - r �, +- 1 1 k - - '� ,. �- J _ _ r WETLAND (PEM) CONTOURS - - PERMANENT EASEMENT - ACCESS ROAD----78----TB- TOP BANK---- vo----vo- FIBRE OPTIC PERMANENT CONVERSION IMPACT ATI0rj6 IOW$1. IT R'S RESP ILI R - - 3 • I � � r iip + - � ` WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY DISTURBANCE WORKSPACE ACCESS ROAD ____BB---- BB-----ss----ss- EDGE BOTTOM BANK SAN SEWER TEMPORARY CLEARING DR'S _E F A� �,#� 1 - 4F _ ti - ''J ti ' ' -i` I - �j WETLAND (POW) ADDITIONAL TEMP POND �� WORKSPACE ACCESS ROAD - - - DITCH STORM SEWER EASEMENT IMPACT R E A 0 0 N 1476+00 1477+00 1478+00 1479+00 1480+00 1481+00 1482+00 1483+00 1484+00 1485+00 1486+00 1487+00 1488+00 1489+00 1490+00 O u 260' 260' WETLAND WE1 Iii o < 240' 240' CD U) � NATURAL GROUND C/L RED HILL RD z O 220' 220' N 0 3' 6" MIN. COVER LU J � 200' 200' LU J 0 0 co --J --J T-6" MIN. COVER 0 180' 180' PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER 5' MIN. COVER NATURAL GAS PIPELINE LLj 160' PROPOSED BORE @ RED HILL RD 160' < (SEE REF. DWG. PNG-C-434-0001046) b co 140' 140' U > 120' 120' 0 MATERIAL o C) 406' 80' 1480+06 1480+86 914' o CONST. METHOD 'DF CM4 CM1 BORE CM1 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 66 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS N/A N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1476+00 TO STA. 1490+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural G DRAWING NUMBER REVISION D RAW I N G BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001300 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4340 4360 4380 4400 4420 Q OWNERSHIP C) FITZGERALD CHAVIS o) FITZGERALD CHAVIS rn DIANE CHAVIS ,n DEXDERAL CHAVIS OLD RED SPRINGS RD o RON ANDERSON ET ALS mo Q o m +ANDERSON & CLEOPATRA CHAVIS + ++ (SR-1303) 4 + w0 v v C, 0 0 0 ACREAGE LD E EASEMENTS PROPOSED 40'& EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 30'& EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001047 wc)w Q wow 0� Q� 0� Q ZZ Oz0 CD LU Z LU LU LU CL Z Z ZQ(nQ LU LU �Z C� z O w z J co J } 00 M b J J 00 J000 Q (wnJw wY Yw } } p LU Y}WwWY YZw (n <CL z(- z H H M z 2 HaWa z w- z O t= U al a a v Z )z- L0 zUz� zUz0 aJ ( �Owmomma Q F- amoma a a ampmaOw01L Q c�� c� CLOO wo ow �w0�0�0�00�0w Z I-XQ a a a UHUHU a a w 0 0O-Mw0wH0 (.3 w =)w2 O O t O_ O f� t t O + M N O (n N N O O 't "0 O N "0 m't't't 00 I* N't'0 '1 1--00 0 co I- h000 O O O �� V) V)(0(0 I-- M 00000 (f) (0000 + + + + + t t + t + + + + + + + + + + + t t t + + + + O Om N m 0 00 0 mmmmm zT cc t` O_ 00000000000N_ V) V) CO 0 0 0 0 0 O O O V V V V Ln Ln Ln Ln (17(17(17(17(17 L2 Ln (n - --------------PL I I I \ ROBESON COUNTY, F __ NORTH CAROLINA F P Ac 1 ld a 71dd I _ F # PL it L \ I 11(jP _ 1d a 1c, � � Q\' �_+ L \ L a P PL PL I Qv PL _ - aA PL p pt -_ a a PL I _ PL� I Q PL I f \ �\ I NO 1498+79 PI < 21'49'38" RT. P L I I °J I NoA I 4340 O Qv/ PROPOSED 30' / 4360 \ L a At P\ -. P a PERMANENT eEASEMENT �� _ ,I _� I PL \PL /lY r0 \PL PL PROPOSED 40' PL Q ` ` a 90' TEMPORARY PL PL \ PL04 WORK SPACE I \ Oo AF J i PERMANENT J,� I ENT` ` A PL \ a \ PL I a PL\ PL I 1492+10 PI < 37°25'18" RT. a _ 499+_ MC 0 p` P L \ PL I . , ,_ \ PL I 4380 r° PL \ °J ' e / 1498+0 1497+ �� 1500+pp`—, a PL W 4420 } I PL Ia WkB `�� I \ P Z ` `\ o ai J Q H a I a / ¢ / /_— / 494 +00 Q 1496+00 cos GAs — GAS Gas 15p1+` 1495+00 �= GAS GAS GAS _ cAs GAS 1502+00 15p2+pp _, cas\ GAS L"� 75' TEMPORARY A d 150'x 35' ADDITIONAL WORK SPACE y TEMPORARY PROPOSED 30' �1 I I WORK SPACE '- O / 1 ��— 493+00 GpS� �-----� Gqs_� 150`I' EASEMENTPERMANEN Pr NoA ' NX� / GP5 __--�- --� - GAS\ G GPS _�--� _'` aS\ GAS , a !� 90' TEMPORARY �� 44+Q`�� a WORK SPACE -, ' ISTING 70' a PL a'I Gam` I00`� Q _ /GPS _- PIPELINE ASEMENT PL\PL\ �-'�_ PL �P / I Gas_ 1506+pp �� I I I ---- ----------- GAS a / I a �xo0 GPS p°j_ �� _ _ 1 EXIST. LINE 175 a 196' \ PL \PLC\ �, NATURAL GAS PIP INE&p`re�- _�� 1507+ 4400 i i I �I�__ �� C + /-' 1 I 1 15 8+00I i I II I W �� '4 G �ps� /' al _ m a-ei--_�% 1509+ \-- � •, 1 _ a �►� I� G / I 1 ACCESS ROAD AR-44 I C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE pQ - IIS I I 10, 1510+00 III 11111-0p1512+00 1513+00 1514+00 1515+pQ 51 Ln W a � y/ \ \ S I A I P GAS —GAS —GAS —GAS GAS— GAS GAS —GAS — GAS Pte— j _ Ra PL - PL 5 30 PL PL I PL ° I G i PL - PL 1 ; 1 �� p — — �� ' 1 � PL � . F WkB �_ - A i � i' p EXISTING 70' PIPELINE EASEMENT AL1 IF { � \ 0+00 PI < 11 °59'58" LT. �5 i \ / old ld I i I4,/ ld T - - - 'P f_ PLwEr-`�'�— \ WETLAND PROPOSED EXISTING — - — STREAM RIGHT-OF-WAY BOUNDARY PIPELINE EASEMENT OVERHEAD —oe oe----ur---- ur- TELEPHONE ELECTRIC INFORMATION SHOWN \ ro OWING IS A COMPILATION AT OBTAINED FROM DRAWINGS M^KUS SOURCES. AECOM \ \ 1 r - \ . _ ` f - PL PL— PROPERTY LINE X FENCE WETLAND (PFO) SOILS GPs PIPELINE r w WATER LINE ---- un ---- �- TV PERMANENT DQT GUARANTEE THE _ \ \ � - \ - WETLAND (PEM) CONTOURS - - PERMANENT - ACCESS ROAD----TB- TOP BANK ---- EASEMENT vo----vo- FIBRE OPTIC CONVERSION ASC CY OR COMPLETENESS OF '' _ r IMPACT \ \ 17 TH ORMATION SHOWN. IT IS THE S C.91dThACTOR'RESPONSIBILITY TO \�, z' . # \ - r LIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) DISTURBANCE WORKSPACE EDGE - - - - -----BB----BB- BOTTOM BANK ---- - ss---- ss- SAN SEWER TEMPORARY 60CA�RTQD/OR CONFIRM THE ,�• � \ ti, 1 CLEARING LbCATIONS OF ALL UTILITIES AND ADDITIONAL TEMP _ _ ACCESS ROAD WETLAND (POW) POND WORKSPACE EASEMENT - DITCH IMPACT STORM SEWER NES PRIOR TO EXCAVATION. \ b 0 N 1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00 1501+00 1502+00 1503+00 1504+00 1505+00 1506+00 1507+00 1508+00 1509+00 1510+00 1511+00 1512+00 1513+00 1514+00 1515+00 1516+00 O u 260' 260' Iii b 0 240' 240' CD (n J Q H z 0 220 NATURAL GROUND C/L DITCH C/L OLD RED SPRINGS RD EXIST. PIPELINE 220 O w 200' 3'-6" MIN. COVER LU LL LL a 00 3'-6" MIN. COVER L-- L--� a 180' 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER 5' MIN. COVER 180' II NATURAL GAS PIPELINE 2' MIN. CLR. 160' 160' ui Q PROPOSED BORE @ OLD RED SPRINGS RD 0 co (SEE REF. DWG. PNG-C-434-0001047) J 140' 140' U > 120' 120' b MATERIAL 2024' 100' 476' 1510+24 1511+24 o 1 2 1 CONST. METHOD CM1 CM4 CM1 BORE CM1 CM3 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 67 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER — WOUS PLAN STA. 1490+00 TO STA. 1516+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural G DRAWING NUMBER REVISION D RAW I N G BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG -C-434-0001301 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4420 4440 4420 Q OWNERSHIP C) RON ANDERSON ET ALS o KIRMET LOCKLEAR & SYLVIA LOCKLEAR & KRIS LOCKLEAR & VINIA LOCKLEAR ANDERSON co RON ET ALS o Q O W coILL N O U� O H ACREAGE H LD E Io' EASEMENTS PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 180' IMPACT 155' IMPACT REF. DWG. NO. Mzz M z z z W J W W W H WW H a z W 0 0 W Q 0 z z Y a W 0 0 Q D 0 0 z z z W z Y 2E Y 2 z z www Jaz0w ¢ ¢ J Ww¢ z az a ZWw z LULU zawaaNi wWaxsw w w w �� w w 0YaY=Y w z O H Ja ao a } YILa0=aCQY z 2Ua�z a0O0H maw W W a L0 �daYe0 W W v �a z2U gz zUz 0 0 0 www 0<000a0a�a 0 0 z O (.3 z mLUW�o�amv w U LU W W °`�° z0L(D �- (9 (D ( = Q c~n QXHX � w OooO6XzOw LU aC9aa w�X000�00000�0 0 0 a �w�wa m �wwmUwwHu_ a w w w a U-awwHmUwmHwF-6 w w ON Ln f1- V CO ON coco(0 O U) NMCO O 0000 Lf) V O N M co co co V MCO I- U') r1- co'rO 00 Lo (o� (o (0 �I`00� 'NN MOOT 00 N O O t t t t + + OOOOO t t + + + + + 0_0 W W W 0_00_0 t w t t t t + + + t + + + + + + + + + + t t V fl- W 00 W co 0000000000000 O + N Ln Ln Ln Ln Ln L2 Ln Ln L2 Ln Ln Ln Ln N Ln M M M M M MMMMM(o co(MMMM"t� 't � Ln Ln Ln Ln Ln Ln Ln M Ln Cn Cn LO LO Ln Ln Ln Ln LO Cn Ln V WaB r pill,�� \ ROB SON COUNTY, r NOR H CAROLINA N \ \\16 .< • XX \ \ 7 T r ■` c ti �. \\ Ra -0 61, # \ 4440 4420 X o 196, `\\ GoA o y \ O \\\ ACCESS ROAD A 45 EXIST. LINE 175 20" EXISTING 50' u a Mc \ 1 ` EXIST. LINE 16" NATURAL NATURAL GAS IPELINE GAS PIPELINE PIPELINE EASEMENT EXISTING 70' Ra PERMANENT EASEMENT- _ • Ir Q I 1 C/L PROPO D LINE 434 30" ti 0 0 J WETLAND RPWD2 I 1, 1 EXISTING 25' 1 1 NATURAL GA PIPELINE rn - - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ G — GAS— GAS— = - GAS — GAS — GAS -- G4S GAS — GAS -- GAS - GAS O 4420 (O PI INE EASEMENT 1 _ _ _ _ – = – – – GAS—GAS— GAS AS — GAS— GAS GAS— G z O O� 6x \ \ v _ _ _ –_– -- _-- –_–_ _ _ _ –_ – – – – – AS — GAS – GAS — G = _ = GAS -- -- – -- -- A GAS GA GA S — GAS —GAS GAS — 5 — GAS — GAS — GAS S GAS— GAS _ _ GAS re �� _ _ --- GAS GAS GAS SAS GAS GAS GAS GAS — _ – = �–� �_' __ GAS - - - - -- - - — GAS -- - -C� O u \ _ __ _.._..... _ _ _ _ – – _ _ – – – – GAS GAS — GAS – – GAS GAS — GAS — GAS GAS — _ GAS — GAS– GAS – _ GA s _ - --- — - - — – �� _ _ v_ ---GAs �2.; - �Fzg+00 1$ ="'fin .�-- �„_ - - C.._ – _ 1537+00� N ^"+ �- – GAs-� — GAS — _ – –--_ GAS GAS — GAS — G —GAs —cns —Gns —cns GAS — GAS — GAS — GAS Z =GAS GAS GAS — GAS =_--- _ _ _ - = - - — - - �1- — GAS GAS —GAS —GAS GAS G =_---= - 2+00 1533+00 6'' 1531 +00 / 1536+00 1 00 1534+00 1535+00 5 , "±n 41 t / 154 b — X �o 1 1 GAS — — GAS _ _—=— = - ---- - --- GAS —GAS — GAS —GAS GAS —GAS _ GAS — GAS cns - - - - _ =----- = =--- -- 27+00 - = _ _ -- — _ _ -- — -- 1525+00 1526+00 1528+00 1529+0� 1530+00 �.�� \ ` / \ \ \ W Z - z Q — cAS _ cns— A —_z _ = � - - - ---- __--- _ _---_ - — = -- — + 1524+00 --- 1523 0 + 1521+00 1522+0 _ f 1520 0 _ \ 1 _ a G 1517+00 5 0 1519+00 - - - ------_____- ---- -------------------------- - ^a _-------------- -------.----------------- / e� - TEMPORARY 90'TEMPORARY SPACE • 1 1538+63 PI < 6°54'55" RT. PROPOSED 15' e WETLA WD2 STREAM SD2 I UT TO GUM SWAMP 1 G RMANENT / ■ 1 A EA T e` Q�/ GoA 85' TEMPORARY WORK SPACE >' \ 1516+64 PI < 47° 9' " LT.o f 100'x 100 ADDITIONAL a EMPORARY ORK SPACE va / WkBWEr \- f e� - - a GoA f Qom/ / 7g _ WETLAND WEr — BOUNDARY — PROPOSED _ _ EXISTING STREAM PIPELINE EASEMENT RIGHT-OF-WAY oe OE— OVERHEAD — ELECTRIC n ___ - - n- TELEPHONE T ELI RMA ON SHOWN I e� 8' ON IS DRA IS A COMPILATION; OFD OBT FROM DRAWINGS - Qom/ WETLAND (PFO) SOILS GAS EXISTING _ PL PL— PROPERTY LINE X FENCE PIPELINE W WATER LINE ---- uN ---- uN- TV / RIOUS WVRCES. AECOM T GUA EE THE< q I I f e / WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTICF/7771 PERMANENT CONVERSION RA9Y OR C PL \\ e� EASEMENT IMPACT / �' RM ION C T T f / WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK ---- DISTURBANCE WORKSPACE EDGE ss---- ss- SAN SEWER TEMPORARY CLEARING LOC LOC ALL IES AND �� e� WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD POND - DITCH STORM SEWER IMPACT IPETI EXCAVATION. 1 J ti / WORKSPACE EASEMENT 0 (D N 1516+00 1517+00 1518+00 1519+00 1520+00 1521+00 1522+00 1523+00 1524+00 1525+00 1526+00 1527+00 1528+00 1529+00 1530+00 1531+00 1532+00 1533+00 1534+00 1535+00 1536+00 1537+00 1538+00 1539+00 1540+00 1541+00 1542+00 O u 260' 260' Iii a o U CD U) 240' WETLAND RPWD2 WETLAND WD2 240' J a z 220'220' EXIST. PIPELINE C/L DITCH NATURAL GROUND STREAM SD2 O 3' 6" MIN. COVE GUM SWAMP LU 200' LU LL LL 0 C00 DT -6" MIN. COVER 0 180' 180' b 5' MIN. COVER 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 5' MIN. COVER 5' MIN. COVER S MIN. COVER II 2' MIN. CLR. NATURAL GAS PIPELINE 160' 160' ui J O a coU 140' 140' U > 120' 120' 0 MATERIAL g 2600' CD m 1 CONST. METHOD CM3 CM1 CM4 CM1 CM4 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 68 OF 81 DWG SCALE AS NOTED LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1516+00 TO STA. 1542+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION D RAW I N G BY VT REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G -C-434-0001302 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4420 4460 Q OWNERSHIP C) CD RON ANDERSON ET ALS JAMES T OXENDINE & JO ANN OXENDINE oo Q C? C14 00 `0 o 0 ACREAGE LD E EASEMENTS 155' IMPACT 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. z z w w w w 0 0 0 0 0 Qo Q o 0 0 z i J _j W W Q W J a ¢ a _j C� Uj W W W W W Z J W J J W m W m W z O Q z Y=Y Y= Y LL aY=Y a a a izdLLoZd LL YO=LLL2YLLL J zUz zV z 0 LLz z O O O �Ja0C> O zgUOgzOJ = aa a� a �a w a0� 0< = CO 00 m- m m m CO _O H Q � W wm-w w w aa�W04 w w LU Q 0-a_a0 a 0 c�aoa (D 0 (D OOSQCD v 0 S c7 a�0c��aCDO� OHO O� O 0 000 0 0 0 0� 10�Xo-wX 0 00_o000wa � 2 HOF_ HU H w wHOH w w w aUwwaOw w HmOWmHW02 O L000Cl) COO Ln 00 V V 00 I- N N V C0�N0� _ V OM�IN M(OO O V) U) Co NLf) h OON� Lf) 00 V I'_ I'_ C, h000000000000 + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + N V V V Coo Co � Co 0000 O O V V NT IL1')L1')LLQ ��00 It It It V Id- It It LO U) Ln U) U) U) Ln LnLn U) (0 (o (0 (0 (0 (0 (o (o (o (0 •PL PL PL • _ P PL L— PL PL ; Plr— PL L— PL— PL— PL— PL— PL PL PL 1 % 7 --- Rif,\ _ \ �� - '-pr�- i ROBESON COU Y, I 1 -. r - \ , '11111 NORTH CARO INA aw - \ a a - • dL ISI _ _ • \6F (L • J \ GAS . '; O ■ ' _ _ �_ - - GAS GAS 6_ r . \\ \ - . I I -_ _ ' �. \ LV• .. _ - - AS GAS GAS __ G{ \ \ \ \ I . 7.1 '` .1 _ _ -- GAS GAS GAS �S—'- \ . ■ 1■� - - GAS - F ' • _ GAS GAS GAS_�--- __ i e _- GAS GASB _---- • GASB GASB _ G"- _ _ - - GASB GASB GASB `\ \ L ' // GAS • GAS � —__------_--_-- . - - - - • I ■ ■ - - - G GAS GAS GAS GAS - 4h` , ,- h I I i ' a 9 `�s _ - GAS - _ - - GAS GASB GAS 10 V -�_ -- — -___- \ Z I _ •\ - - - - - _ GASB GAS - - 3 GAS � GAS � GAS � GAS � GAS --GAS _ • GAS '— � I GASB GASB GASB_ _� O NI --GASB- ■ - _+ - _ ■ < F•� �. F =- =_ -- _ - - - �' GAS GAS GAS — T—■— _--- i -- _ - GAS J ,, _-GAS-GASGASJ- • _ GASB - _ , ^ 196' �-- AS GAS AS r =�- G /`..�qL r L r i ■ ■t _ o i� - GAS GAS _ _ _ _ �P5/ - — GAS �' WETLAND WD2 i - - GAS GAS AS GAS SSG J - GAS C � 4460 GAS GAS - / SROADAR-46 �P� ✓ �� ' o U o (n _-� cns< ----__� GAS GAS - = _ _ - - EXISTING 70' EXIST. LINE 175 20" O _q _ _ - - PIPELINE EASEMENT NATURAL GAS PIPELINE / / P�' PROPOSED 70' O _ _ - _ _ Ra G PERMANENT _ _ _ - t ` / / / C/L PROPOSED LINE 434 30" �`+� -+ - -�`- �,- - s �'} •T + o z z N EASEMENT O 40 N PL L— PL— PL PL PL— PL— PL— PL— PL L— PL PL— PL PL PL— pL— PL— f]L��PL _ '// NATURAL GAS PIPELINE to IT PL PL— PL PL — PL — PL PL PL — PL — -- -- — -- — -- — -- — -- —- --------------- _ r — GAS — GAS GAS — GAS GAS GAS GAS — GAS — GAS — GAS — GAS — GAS GAS _ b — GAS — GAS — GAS GAS GAS GAS GAS GAS GAS GAS GAS — GAS — GAS GAS I t( 1 4 O/��60///6nOI LU +p0 , 1-1;4A+00 1 ti44+n0 150 5+00 1546+ �� B sl- 's 8 0 I / - + - - 5 + 1 2 0 W a////7 /// Z _ r J 1549+00 1550+00 1551+00 1552+00 1553+00 / 5 / ,r 1� / 5 l� ��1 l�l� jj 1554+00 1555+n0S�0(��✓ z Q a Qa `---------------- tea/ �� -----/ ------ -- \ r .- ------------------------------------- --------------------------------\\----� ---- _--------- ----- _� �• +-• I yr1, ^a 60'TEMPORARY 1 ■ !� �a = 1 WORK SPACE • y ' •- 85' TEMPORARY - -,, - - - _ s WETLAND RPWD1 ° J WETLAND WD2 ^a� �• r J , 4420 WORK SPACE / 1555+02 PI < 2°00'00" LT. � � � �' �I� ^y � � � ••{ •7 - L .. 4 Lode WETLAND WD2 F1 +• r D A a: F 1 ti _ - - ' L - IL% '�, ti 3 -a -- _ �a � � WETLAND PROPOSED EXISTING OVERHEAD t -—'ET-'ET— — — — STREAM RIGHT-OF-WAY —oE OE—--uT----uT- TELEPHONE T PIPE F I S OV1 r - - 1- ^a/ 1 •• T BOUNDARY PIPELINE EASEMENT ELECTRIC L 1 0 HIS DRAV� TION 7 •_ J r 7 EXISTING w WATER LINE----u,v----�- OF DATA OBTAINED F INSS �a WETLAND (PFO) SOILS cns PIPELINE —PL—PL— PROPERTY LINE x FENCE TV IlFROM VARIOUS OURCE �M • ■ - ', •L � !' PERMANENT 11 _ DOES NOT GU E HE k _\a ■ Li r WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----TB----TB- TOP BANK ---- FO---- Fo- FIBRE OPTIC CONVERSION ACCURAC EkLNESS I7F -� _0 _ 0, w EASEMENT IMPACT INF I IT IS� � - LIMITS OF TEMPORARY ACCESS ROAD • BB ----EIB BB- ss ---- ss - , �� WETLAND (PSS) — — — — — ---- BOTTOM BANK ---- SAN SEWER TEMPORARY TRA UP ISILITY � • 9 ' DISTURBANCE WORKSPACE EDGE CLEARING A NF THE � � • _ ■�a - so TIL'ITIES AND ti ,� ADDITIONAL TEMP _ _ ACCESS ROAD _ IMPACT WETLAND (POW) POND WORKSPACE EASEMENT DITCH STORM SEWER P IOR XCAVATION. - - - � - - 0 0 N 1542+00 1543+00 1544+00 1545+00 1546+00 1547+00 1548+00 1549+00 1550+00 1551+00 1552+00 1553+00 1554+00 1555+00 1556+00 1557+00 1558+00 1559+00 1560+00 1561+00 1562+00 1563+00 1564+00 1565+00 1566+00 1567+00 1568+00 O u 260' 260' 6i WETLAND o 0 o U) 240 RPWD1 WETLAND WD2 WETLAND WD2 240' J a H z � 220' C/L DITCH C/L DITCH C/L DITCH NATURAL GROUND 220' 0 /L DITCH LU 200' LU LL 0 a CD 00 LL. O 180' L 5' MIN. OVER 5' MIN. COVER 5' MIN. COVER 3' 6" MIN. C VER 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" L 180' NATURAL GAS PIPELINE 5' MIN. COVER 160' 160' 6i J Q 140' 140' a w > 120' 120' 0 MATERIAL g 2600' o CONST. METHOD 1co CM4 CM1 CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 69 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED — ACCOUNT NUMBER - Natural Gas WOUS PLAN STA. 1542+00 TO STA. 1568+00 PROJECT NUMBER 2340067 DATE N/A INITIALS N/A MGR TECH DRAWING NUMBER REVISION D RAW I N G BY VT REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G —C-434-0001303 A STATION ID N/A DATE 07/07/2017 INITIALS CB PRINCIPAL ENGINEER PROFESSIONALENG/ARCHSTAMP CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4460 4500 4505 Q OWNERSHIP C) JAMES T OXENDINE & JO ANN OXENDINE M ROSIE L LOCKLEAR & RENEE OXENDINE °�' SYLVIA LOCKLEAR po Q co o 0 ACREAGE LD E I 1I EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. � o o 0 z z Z < H Z H Z Z z z o Ld w b c>n a Iii u) z z 0 < J 2 p LL Z O O J LL LL Z O w O J H F_ w < < p X J 2 Q 1 w a C� O w o- w a 0 O C7 O o- z z < LU a< O FD F� p O D U < a o w w U o w o w w a w U w w Ldz o W a m m aw= 0L < O O t V M + p L0 O t t r— — M O M r O + t + t p O p M _ 47 p (D M t t t + t t O O t W (D N I— M V I- M O N r W M CO O O O N N M CO CO O O O O V O r ROBESON COUNTY, - PL L PL 2.. NORTH CAROLINA ,. i ■ _-f PLQ PL PLS PL ti W8B z.} / \ -_ -_ -_ -_ _ _ _ _ L - -/� PL PL ' _ _ - - - -— GAS GAS — GAS - —� GAS • - - — - - - - —r - - - - GAS GAS AS GAS GAS GAS - - - —_ PL, GAS GAS GAS GAS Q - - GAS GAS GRA GAS _ _ , _ _ - - -_ -_ _ - - - - - - - - - - - - - - GAS — GAS — GAS — GAS — GAS — GAS — GAS — - - _ - - - GAS — GAS GAS — GAS — GAS — GAS GAS — GAS — GAS — QAS — G S — GAS — GAS — pL �I \ AS GAS GAS �S GAS — GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS — S GAS GAS GAS _�AS GAL— GAS — GA-- - - ' 1S —'----_ /� GAS GAAS GAS —GAS- GAS — GAS GAS G GAS — — —� — 'V GAS — GAS — GAS — GAS — GASB—L-6gS�� - CTAS GAS GAS GAS r� — — — — — � m I GAS — GAS S GAS GAS GA _ GAS — GAS GAS GAS GAS GAS ` GAS — — — A — — — — — —_ �—� �\\ Ism GAS GAS —GAS _— GA IA — - o•-pL `� ----------------------- ---- --- — _ -- — • ------- -—-------------------- ---------------------- ---------------------- ------------- —— --------------------- --- -----------------------�\\`------ — • 79 79 \� Q m' 4460 o yi 4500 /�a 4505 O oN s o f— WETLAND RPWD1 f— WETLAND RPWD3 �a . WETLAND RPWD3 2072'x 40' ADDITIONAL \ HDD EXIT POINT � , - 192' TEMPORARY \ K SPACE 0 15 2+63 PI < 4°00'00" RT. \ O U) 00 I \� Z 7 NoA e 41 ,a - pt N i EXISTING CULVERT e�/ 01 TEMP. ACCESS ROAD AR 46B -T - _ . -- :.. ;-. _-- ,' - - a=- — \:- e�= - - -� ==L' ===m =_-_ __. Vii= - - - --1 91+00 92+ 93 00 15 00 15 00 90+ �. _ - 15 9 oti a Z _ 1570+ 00 _ -r'- - _ _ - - - - + 8 +0 582+00 1583+00 1584+00 100 / 158 00 1 �0 15 00 88+ 1589+� 0♦� Z Q ` 15 71+00 _ _�,� 5 1572+00 - �_ _ _ - - 1575+00 1576+00 T1577+00 �. 1578+00 �1% �� , a / 1573+ 157 ,i � _ - - c w -------------PROPOSED—\ ----------------- \ ------------------------ �a— WaB 70' I ,� �a/ PERMANENT / 60'TEMPORARY / EASEMENT rf r WORK SPACE \ /,a e� 4. ._ ETLAND RPWD1 1572+84 PI < 6°00'00" T. t +e� /,a \a C/L PROPOSED LINE 434 30" 200'x 70' ADDITIONAL ° �d / GoA TEMPORARY NATURAL GAS PIPELINE _7 � � WORK SPACE : h - � WET ND WD3 Ra � ACCES ROAD AR-47 79g� \16 Cb r J THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION DpA 0� 1 Ly �. � +'' 'r + ` _ WETLAND _ _ _ r —�-� BOUNDARY -• \ PROPOSED _ _ EXISTING STREAM RIGHT-OF-WAY PIPELINE EASEMENT EXISTING OVERHEAD ___ ___ _ oe oe ELECTRIC -'� -'� TELEPHONE OF DATA OBTAINED FROM DRAWINGS WETLAND (PFO) SOILS GAS —PL—PL— PROPERTY LINE X FENCE PIPELINE w WATER LINE ---- my ---- uN- TV FROM VARIOUS SOURCES. AECOM DOES NOT GUARANTEE THE iv - \ - WETLAND CONTOURS - - - PERMANENT ----78----TB- TOP BANK - - - - FO- --- Fo- FIBRE OPTIC PERMANENT CONVERSION ACCURACY OR COMPLETENESS OF -' 4., • s t (PEM) ` ACCESS ROAD EASEMENT IMPACT THE INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO - -'- - �'i .' � � / *, WETLAND (PSS) all ' \ / LIMITS OF TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK DISTURBANCE WORKSPACE EDGE ---- ss---- ss- SAN SEWER TEMPORARY CLEARING LOCATE AND/OR CONFIRM THE LOCATIONS OF ALL UTILITIES AND _ - � 'k �, _L r e� i WETLAND (POW) ADDITIONAL TEMP _ _ ACCESS ROAD _ POND WORKSPACE EASEMENT DITCH STORM SEWER IMPACT PIPELINES PRIOR TO EXCAVATION. - 0 (D N 1568+00 1569+00 1570+00 1571+00 1572+00 1573+00 1574+00 1575+00 1576+00 1577+00 1578+00 1579+00 1580+00 1581+00 1582+00 1583+00 1584+00 1585+00 1586+00 1587+00 1588+00 1589+00 1590+00 1591+00 1592+00 1593+00 1594+00 O O u 260' 260' oU Lii 240 WETLAND WD3 240' CD U) J < H Z O 220' 220' N Of C/L DIRT RD O NATURAL GROUND Lu J � 200' LU J LL LL CD 00 a 180'180' C5'MIN. � b COVER 3'-6" MIN. COVERL 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" T-6" MIN. COVER NATURAL GAS PIPELINE 160' 160' PROPOSED HDD @ WETLAND & MISSOURI RD CD < 0 (SEE REF. DWG. PNG-C-434-0001148 & DWG. PNG-C-434-0001048) co 140' 140' U > 120' 120' 0 MATERIAL po 2481' 1592+81 119' o co 1 2 CONST. METHOD CM4 CM1 CM4 HDD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 70 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1568+00 TO STA. 1594+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION D RAW I N G BY VT REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001304 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4505 4510 4560 4560 4580 Q OWNERSHIP o SYLVIA +,+r, LOCKLEAR BRUCE LOCKLEAR + PAUL M. WHITE & 00 BENJAMIN A WHITE JR. + MISSOURI RD 1O PAUL M. WHITE &00 BENJAMIN A WHITE JR. + DOROTHY JACOBS LOCKLEAR o + Q (SR -1352) rl_+ 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 70' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. PNG-C-434-0001048 w w LU w U U Z�Z Z Y z 0O0 0ZY Z W JW Z Q QZ W Q ZLU Z zO J W Z CO W Q�Q W CO Q L� LL LU Z �� Q w w �p WZ Z Q J LL W Z LL LL G7 LL Z LL LL LL Z J = W ow 0Q0 ou)0< Oo 0 w 0 J= Q � �mww�wm w� w a w dU O �O �-a0 O OaOc7 O (D O w 00� 0000�003:00 0 w 0 wQ C/)Q 2 a LU 0- U EOF- w wUwHQ�wED w D- w U2 O O V co O OC) N V MCOOL2MCO c2 O � COO O (0 (fly � co) * U-) (O I'- M 04 N 00 N f'- 0 + + + + + + + + + + + ++ + + + + + + + V LO (O(fl V (4(4(4 (O(O(Dr-g-�r N_ V V) cc O O 4)4) O 000 0000000 _ (n Cn C() C() CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO �r �.i _ _ -_ - - - GAS GAS G GAS GAS GAS GASGA GAS �_GAS _GAS �Gq$ - c'9S \ RO B E S O T • _ -_ _ _ ..__ - ._ - __. - - AS GAS U N Y, GAS GAS GAS N COUNTY, G -_— j---- GAS S _ _� \ - GASB GASB G GASB GASB GASB GASB GASB GAS �= -- —__— _----__-, id old •� As GAs— GAS cAs cns GAS — c cqs �� NORTH CAROLINA 7 ■ - _ - -'- - GAS �- GASB GASB ASS GASB GAS�— -- ..... ._ - \ ld - �� _ - - c _ G ld --�-�--------- -- .. GAS GAS GAS �_ �� 9 'iS - GAS � � AS GASB GASB GAS AS GASB GASB GAS -� —__--- - - --�-- S� _. - old old old ld old G _ �__ _. ...d � 1�,� ld GAS } - -GAS GAS GAS -------__- )N 13. r /, ld\ ',� GAS 6AS-----_— <21 7- -------------------- -� ,_ - \� / �/ \ STREAM M WF=%---------- , \ I\ 6 i ,� ��m \ 1\ cqs UT TO GUM SWAMP 1 - J. 1 } j \ GAS — GAS — GAS GAS — GAS ' • �\ • 1 I I i cq _ ! i �/ .o , S — GAS — GAS —GAS 11.9 • '' J �`f �r+-• 1 Z 1 - �\ \ ,\ 0qs� - - 180 - - - - - 3 - • fl � \ / 7 GAS T 1 T J 1 \ / I GqS It GAS 41�.'L � \ \ S 1 w �•' ` �G �\.. CIN<\ J J 1 f ti r ti i o .I Li A WETLAND WD1 � � � r �•� �� '� f 7 .� � . i 1 FI 1 � • � 1 �� 1 1 \ .• o � J _ o O • P� PL _ P > rn C/L PROPOSED LIN E 434 30" O Qc/ L�iO� PL _ PL - NATURAL GAS PIPELINE r. N r �� `` \ I O J PROPOSED 70' I PERMANENT yg� q - EASEMENT -- -- -- -- -- -- -- ---- -- -- -- ---- -- -- -- -- + W / 00 1595 00 96 00 5 5 6 0< Y'+l° �� +1"�� 1 �� 1 ��6 % 0��6 / 0��0 �/' 4 5 0��✓ �Y 6 � '/ 1607+//7/--/—/71 8 71111AA l �1 SOY 1 ��1 0�� ( /V�'X'0��/\�%`1 0� 1615+00 161 W Z Qv it - / �� Z J Q d / di ` •� '0 I WETLAND WD1 i \ _ X, ,/% o �� WETLAND WD1 11 1 w ti ♦ WaB - �� ; 9\XN < �e o % O'nioul I IL C - / 6r " Ai! " I -F / ' / /// �je \L % j063 { 1WETLAND PROPOSED EXISTING OVERHEAD ♦ -♦ A!- - L- ) 1 r /� / —,�Uft7_ _ STREAM _ _ wr RIGHT-OF-WAY —OE OE— _---uT ---- uT_ TELEPHONE THE PIPELINE INFORMATION SHOWN ♦ f T BOUNDARY PIPELINE EASEMENT ELECTRIC ON THIS DRAWING IS A COMPILATION \ �q! 7 i 1 / e� Ir EXISTING 1 OF DATA OBTAINED FROM DRAWINGS ♦ r L / L WETLAND (PFO) SOILS GPs PIPELINE — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- u,v ---- �- TV FROM VARIOUS SOURCES. AECOM ♦ ♦ \ 7 7 QPERMANENT A! \ 7 / WETLAND (PEM) CONTOURS - PERMANENT - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONVERSION DOES NOT GUARANTEE THE V\q� ACCURACY OR COMPLETENES \ EASEMENT IMPACT I THE INFORMATION SHOWN. THE O , \ - 1 p It, LIMITS OF TEMPORARY ACCESS ROAD ♦ ♦ ! \ V � { / WETLAND (PSS) — — — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPO LITY TO ♦ - DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CON M THE \ 1 / e f_ \ \♦ WETLAND POW POND WORKSPACE EASEMENT DITCH STORM SEWER \ / (POW) ADDITIONAL TEMP _ _ ACCESS ROAD _ IMPACT LOCATIONS OF AL ILITIES AND �\ \ A / PIPELINES PRI 0 EXCAVATION. ♦ ♦ _ / t ,� 0 0 N 1594+00 1595+00 1596+00 1597+00 1598+00 1599+00 1600+00 1601+00 1602+00 1603+00 1604+00 1605+00 1606+00 1607+00 1608+00 1609+00 1610+00 1611+00 1612+00 1613+00 1614+00 1615+00 1616+00 O u 260' 260' Lii o U 240 CD U) WETLAND WD1 240' J Q H Z 0 220' 220' N O LLQ U- 0 200' NATURAL GROUND C/L MISSOURI RD 200' LU U- 0 a00 CD 180' 180' 0 u 6i 160' 24' COVER 39' COVER 160' J � U Oco Q Q 140' 140' U > 120' PROPOSED T.O.P. LINE 434 30" 120' PROPOSED HDD @ WETLAND & MISSOURI RD NATURAL GAS PIPELINE 0 (SEE REF. DWG. PNG-C-434-0001148 & DWG. PNG-C-434-0001048) MATERIAL g 2200' CD CONST. METHOD � 2 HDD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 71 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT ST AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - Natural G WOUS PLAN STA. 1594+00 TO STA. 1616+00 PROJECT NUMBER 2340067 DATE N/A INITIALS N/A MGR TECH DRAWING NUMBER REVISION D RAW I N G BY ST REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG -C-434-0001305 A STATION ID N/A DATE 07/07/2017 INITIALS CB PRINCIPAL ENGINEER PROFESSIONALENG/ARCHSTAMP CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE / RESOURCE CENTER / LINE NUMBER 4580 4585 4560 Q OWNERSHIP o DOROTHY JACOBS LOCKLEARN *� AMY LOCKLEAR rn *� PAUL M. WHITE & BENJAMIN A WHITE JR. 0o +o Q C14 711 n U_ 0 ACREAGE LD E Io' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 120' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS REF. DWG. NO. � z O tY o 0 z z Z H H Z C� zW O } O Z P W Y Y W J H O Z Z=Z Z Z J J mom J W W J M W W v Z Z ~ LL LL HN J J O O Z O C/) U W P 0- a Q Q 0 a s 13�QJO a a W W aoo U O O O O O� IY IY w— Q C/)O = a Q HUH U Q a W W as O CO M O N V O O O O M M h h h IV) t t t + + + + + V N CO CO CO O IV) L O M O O + + + + + + + c4 cfl cfl rn_ _rn _rn _rn O N O O O O O O O O co v v LO oo MO N N N N N N M O O O O O O O /',p/ / ROBESON COUNTY, r _ �' `' / NORTH CAROLINA i � / NoA IL: _r t _ _ 1 O ' S }_ 000,/ _ 6 - 4L _ _ i Or P' / , � P L F i ■ 1 � _ + - 1 PI 91 - -• Ilk 0.33 AC. DITIONAL / i #■� P TEMPORY / j 190' WORK CE _ _ r /// dry' Tit 1.1 b r j le , CC � / 188' f r _ ' 0 N o _ - - ■ + ` �/ - 1- / ACCESS ROAD AR-48 - - _ rr� ,�� / y 1616+33 PI < 60°00'00" RT. hip r o _ r _ {� �� / �P5 � / '/ C/L PROPOSED LINE 434 30'� ' M'4TC1'1'- E 1630+00 z O r � - I NATURAL GAS PIPELINE PROPOSED 70' - M- PERMANENT ^° 1 rt,r 5 a ■ ILI til 4 y� r +ti_ ti# _� —� �— -- -• EASEMENT _ —_�—_ _— -- _� _� �� --9 $' r •' + �i •_•' • '• ��' -- O - ' - - 0 1617+00 ^1618+00 1619+0020+00 1621+00 1622+00 I _ j 1623+00 124+U0a �62E �� 1626+00 1627+00 1628+00 16210+01) R i_a - - = Z g �� HDD ENTRY POINT- 1629+16 PI < 81'02'49" LT. - =F ' ■ _ • . 1 , - • - i ^ �\� - y 6xO -. a a 60' _ - - 111 •- TEMPORARY. — 1 +y _ \—�L—;r—T —�L --+�—� WORK SPACE 1 J �{ r s { a4 - ' — — — — — — — — — —� — — ——PL •r-�t—��-� -Pt L Pte— Pti--� yy - _ L_----- + ji91L. AL, r — -N-L € % i f r * -1 - - - 50' TEMPORARY1401 ,- T f WORK SPACE �� .iI ,�.�•. ati til.IkL4Lr '� r w. i �r 1 - r +r �w 60WORKOSPACE a _ olm +r r# r �F �� l JCI JTIPP" i _ - jig_ _ - t�� r s, : *J * 4 WD1 it '�* ■' # L�, �� FML:" - —_ r - --_ -,� a - 4.,WETLAND _ f•' u fes- dik . - m J., - I, � - _`_ ' �}. . :6 S2. L E A I IN(3F d1Pl "3Q ES+ 0 x `� { ■�r _ WETLAND — _ _ PROPOSED FF J. { i r� F • '+ — Wu —WET — +- . + r r" BOUNDARY STREAM PIPELINE _ jr .1 z - i■ WETLAND (PFO) SOILS GAS EXISTING PIPELINE r ' �R, ti' f • _ ti _ _ EXISTING OVERHEAD n/. — OE OE—----UT ---- UT— EASEMENT RIGHT-OF-WAY ELECTRIC —PL—PL— PROPERTY LINE X FENCE W WATER LINE ---- un ---- �- TELEPHONE TV PERMANENT OE ANT H � . Y'r�.nMPI F Ja -` ' i ''�•• _ - - -' - _ - } - - T ; _ { WETLAND (PEM) CONTOURS PERMANENT - - # EASEMENT �' LIMITS OF TEMPORARY WETLAND (PSS) — — — — — - -- ---- vo---- vo- FIBRE OPTIC ACCESS ROAD--Ta----TB- TOP BANK ACCESS ROAD ----Ba ---BB- BOTTOM BANK ---- ss---- ss- SAN SEWER CONVERSION IMPACT TEMPORARY •• s",..... ,. + t r - `�• 1 ' , '-� = DISTURBANCE WORKSPACE EDGE CLEARING AN C r �r - r + ATPI"• rw O�iIrS- ALL a D4 �q r i . T Mf t - F• r WETLAND (POW) POND ADDITIONAL TEMP WORKSPACE _ _ ACCESS ROAD - DITCH STORM SEWER EASEMENT IMPACT c nno r _ in�i �� 0 0 N 1616+00 1617+00 1618+00 1619+00 1620+00 1621+00 1622+00 1623+00 1624+00 1625+00 1626+00 1627+00 1628+00 1629+00 1630+00 O 0 u 240' 240' _j o U 220' 220' O U) J WETLAND WD1 z � 200' NATURAL C/L DITCH GROUND 200' O Lu 180' 180' Lu LL O o co LT-6" MIN. COVER 5' MIN. COVER S MIN. COVER 3' 6" MIN. COVER LL O 160' 160' b PROPOSED HDD @ WETLAND & MISSOURI RD PROPOSED T.O.P. LINE 434 30" (SEE REF. DWG. PNG-C-434-0001148) NATURAL GAS PIPELINE 140' 140' ui J O Q coU 120' 120' U > 100' 100' 0 MATERIALCD co $ 1616+08 1392 0 0 2 1 HDD CM1 CM4 CM1 CM4 CM1 CONST. METHOD `° CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 72 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - Natural Gas WOUS PLAN STA. 1616+00 TO STA. 1630+00 PROJECT NUMBER 2340067 DATE N/A INITIALS N/A MGR TECH DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG -C-434-0001306 A STATION ID I N/A DATE 07/07/2017 INITIALS CB PRINCIPAL ENGINEER PROFESSIONALENG/ARCHSTAMP CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4560 4590 4593 4593 4600 4660 Q OWNERSHIP C) PAUL M. WHITE & BENJAMIN A WHITE JR. M TERRY PATRICK LOCKLEAR PEGGY SWEAT, SYBIL L. COLLINS, RONNIE LOWERY ,M PEGGY SWEAT, SYBIL L. COLLINS, RONNIE LOWERY PRESTON RD N LEE GRADY LOWRY o LEE GRADY LOWERY o Q +o + + + + (SR-1339) N N (+o ACREAGE c� EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT REF. DWG. NO. PNG-C-434-0001049 W W J 0� 0� 06 Z Z H Z Z OOO (n �� Z 06 w z J Z Z Z LU LU o z o< Z Q 0 z LU w U) �_3_HOZO < 00 J w w Z � H ¢ 0 2 Z Y W (n W W w H Z J LL LL H w LL U Z Z Z LL LL LL J ZO wwwLL Q 2 O O O < WWWZOWO�W<J zi00 W O 2 U w w z aaawLUWLU ma < aww a w U §-(D Q c/) v C7 OOO 0 0- o 00 O 0 < o o W www�0-jQ-j Z woo w o < 7->w w a m aadwUw6�HU w UwW a w 2 O I-CO Ln O O�M��N��NM O O V N V N O O O f`- O Cl) U') 14- CD N N O U') U') O O M O + + t t + t+ t+ t+ t++ t t + t t t + + t O V O O O N N N N N M N N (0 M M M M U)U)U) Lf) Ln U) O O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O qL \ r ~� �•ti, '+ �' r'tiold old old \ \ 0 b, Ly 1r' f a ti ROBESON COUNTY NORTH CAROLINA I _k " \ \\ \ wrw.\ - - 71k f M:-- r �P67 p *ffi W"p 6 F\\ N ONO "A a• S i ai c9� a old ld-ld -ld _ T J 1 OL - f ` \ , �• I' ld _� -Id -Id� Id ld -- -1d -1d ld • — _ - ., \ , - — - d \� -Id ld \_ \ nom. Id _� _ _ - .� •' / i - ,..{ - -�.,. \ '• -. 1d, 7 r. IL I I - T I ld �— -1d—�,. 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L �'—P rL PLS 190' �i q' _ + __--��- �a ----- 1 1 DIRT ROAD PL PLPL - r = y s*' - PL PL - - - - i R _ 60' TEMPORARY = I } r 4560 93 III WORK SPACE - I WETLAND WD1 o P ' r150'x 35' ADDITIONAL PL PL PL PL A! _- T # r ^a TEMPORARY WORK SPACE PLS PL- PLS PL-- PL-- PL— I # # ' - / Tri PL PL • ' ; • '' ,nr� ' ^ '� ^a \ � L PL PL �••- �R} PLS P r ' ' - • �" , �i .,, ' i PLPPLS PL /i . •r , "� i • . �� ' ; q Y I ' 1639+7 PI < 7°0T LT. F �� a I A � Dn ' I ! 792 ti - t fl Tr a ry \ IF av ! r#. Lu r� ' O WETLAND PROPOSED EXISTING OVERHEAD / BOUNDARY — STREAM PIPELINE EASEMENT RIGHT-OF-WAY ELECTRIC TELEPHONE � EXISTING / pt- L WETLAND (PFO) SOILS cns - PL PL- PROPERTY LINE X FENCE W WATER LINE ---- uw ---- uw- TV PL— PL— PL PIPELINE PERMANENT PERMANENT----vo----vo- FIBRE OPTIC CONVERSION IM ESSpF+ F # 4 = L- WETLAND (PEM) CONTOURS -- EASEMENT - ACCESS ROAD----'�----TB- TOP BANK PACT *� / ,� LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD ----88 __ 9.r z WETLAND (PSS) DISTURBANCE WORKSPACE EDGE - -BB- BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY C 9P01 SI Yr - r / CLEARING WETLAND (POW) POND ADDITIONAL TEMP _ _ ACCESS ROAD - DITCH STORM SEWER IMPACT WORKSPACE EASEMENT L 10 - I + 0 0 N 1630+00 1631+00 1632+00 1633+00 1634+00 1635+00 1636+00 1637+00 1638+00 1639+00 1640+00 1641+00 1642+00 1643+00 1644+00 1645+00 1646+00 1647+00 1648+00 1649+00 1650+00 1651+00 1652+00 1653+00 1654+00 1655+00 1656+00 O u 240' 240' Lii J o U CD (n 220' WETLAND WD1 WETLAND WC2 220' C/L PRESTON RD NATURAL GROUND C/L DIRT RD Z O 200' 200' N_ O 2 LU b U- 180 L 3' 6" MIN. COVER L 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" T-6" MIN. COVER �5MIN.�COVE7 180' -j 00 NATURAL GAS PIPELINE 5' MIN. COVER 160' 160' PROPOSED BORE @ PRESTON RD II (SEE REF. DWG. PNG-C-434-0001049) 140' 140' ui J < O coU 120' 120' U > 100' 100' 0 MATERIAL o o+ 1143' 100' 1357' 1641+43 1642+43 O 0+ CONST. METHOD C) co (° 1 2 1 CM1 CM4 CM1 BORE CM1 CM4 (� CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 73 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS N/A N/A REGIONAL ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - WOUS PLAN STA. 1630+00 TO STA. 1656+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001307 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4660 4700 4720 4720 4740 4760 4780 4800 4820 4840 4860 4880 4900 Q OWNERSHIP C) LEE GRADY LOWERY LEE GRADY LOWERY ,Nr, BOBBY BOBBY DEAN LOCKLEAR „ LATHAN BULLARD ��, JOSEPH LOCKLEAR N JOSEPH LOCKLEAR HELEN LOCKLEAR (LIFE ESTATE) LOWELL HARRIS & THELMA L HARRIS (J.C. HARRIS) -4 LOUIS W. BULLARD LOWELL HARRIS & THELMA- LOWELL HARRIS & THELMA o EDDIE JONES & ADRIANA MARIA R PLATA o Q (.0 r- m DEAN m AND WIFE VELIA ANN v & DANIELLE BULLARD + & SHIRLEY M LOCKLEAR + & SHIRLEY M LOCKLEAR + TIMOTHY, MARK, BRETT LOCKLEAR (REMAINDER) L HARRIS (J.C. HARRIS) + L HARRIS (J.C. HARRIS) + N C? L0 LO (0 LOCKLEAR '0 (D (0 (0 (.0r- I- I- I- 1- 0 ACREAGE LD E Io' EASEMENTS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 50'& 25PIEDMONT NATURAL GAS REF. DWG. NO. Z z Z Z z z z Z U Z z Z ~ W W W W W W W W W W W J J p W W W Q W W W p p Q Q Q W Q W Q W Q W J_ W W W Q Q (n (n Q CJ Q Q Q Of Of U, Z Q Y Y pp W W Q Q p p W H z Z Y z W W W W J Z Q Z W W W W W W Z� ZZ ZZ W W W ZZ W W W ZZ W W W ZZ W YotSY W W W U` U` W W Z W Z W W W W W Z ZZ ZZ z W W m m QQ ZD-' J O O J m �mZZ J W W J J J J J J J J J J J J Z mZmZ QQ J J J J J J J J O O W z zo z �Yp=pY��W a� LL Y��0 0LL �a �� a LL a_ Y0�0dY �a �a w Z o Z: o wapt_0000J LLLLa� LLCLd_Y�a QwOpHOOawQwa wa wa wa wa w a aowoaa wa wa OOW = � 0 0co 00 S(, co (D�p(D�D)0D_0U) 0L 0D 0D 0D co O I 0D 0L CDCDz � Q p a�p�a000 wOO�OOpp� X- D_0 OwpO�0oxwowX w w 0�X 0�X dco HOHU)d w X OOwOXO 0�X w ppw Q 2 w aHmUmHwwowa F -a W 000w CO WdHd W aw aw aw aw O_ w HCOd00 W HO_ w O_w w W ILL O O O N + + ONM(O C00f�000 N(O (O( O( O( O(O(O I� 000 �N + t t t t + + + t + t �N (00000MV ITN V O lf7 U-) U-) U-) U') w w co co lf7(O co� + + + + t t t + + + + + + NCO NN + t ISN �N t t �(O �� t t N 0(O I�ON(O ON V (O OOCo 00 O CD N N N CO CO 00 MLf7� + + t t + + + t t t + + + + t O O + (o (o Ln Ln I- I- I- I- I- I- I- I- I- 00 Ln 0000(f')(n(n 0 (f')0 MM MMMMMMMvv LO LO 00 00000(0(0(0(0 00 fl- I- (O0 00 00 1-1- V V 000www I� 00 OOO r-- r-- hh��r- r- r- �� 00 00 00 N 00 O O 0 0 0 0 0 0 0 0 0 O 12-1 O O 0 0 0 0 0 0 0 0 0 O O O O O O O O O O 0 0 0 0 0 0 O O O O O O O 0 ROBESON COUNTY W�_r- { - r q \ ti ° 'd A I a J a NORTH CAROLINA -CL r .'0 OF 7 \\5% L \ " \• \ � �� *k \ ACCESS ROAD AR -49 \\ \ a a 1 1 0 \ � �• V I 'O r \ " \ 0\ �� 4780 a 4800 ° 4860 4880 A! DpA a 1 I 1 CC�SS ROAD AR -50 o 4720 \ I XIST. LINE 1 16" - . • S_ GAs— - PL— pL G PL GA` F, \ \ _ e - - _ _ _ _ - -_ _ __ —GAS— GAS— GAS— - GA e` GAS ems/ a a q 1659+25 PI < 29°31'54" RT. \ �> ! EXIST. LINE 175 20" _ _ \ \ NATURAL GAS PIPELINE �, A a - - - - - —- NAT RAL GAS PIPELINE a EXISTING PIPELINE EASEMENT ° 50' I C/L PROPOSED LINE 434 30" NATURAL GAS PIPELINE A! d I I r -Id EXISTING 25' �-�d old -- PIPE NE EASEMENT I 9 \ \ ! \ \ �d' -� F• GAS — GAS g— .. GAS— - GAS— GAS — GAS — GAS — GAS —F \ \ – – – – 4900 O \ Dn O LLj , Q -_ J Z — _GAS GAS GAS — e\' -- ---_ G_AS — GAS GAS/GAS , -- _ =— – _ GAS — GAS # ---� – – y — — ------------ ---- xp� 1660+00 1 – _ —X_ _ _ C\\ GAS `SAS — GA __ GAS GAS — GAS GAS — GAS — — GAS — GAS —GAS — GAS — GAS — _ - - — q! \ –'-----_– GASs GAS — GAS ! a G s GAS GAS Gqa— —GAS — GA —GAS ----'GAS GAS — GAS GAS GAS — GAS — GAS — GAS — GAS — G 1661+00 1662+00 =�- - cqs— G cns cns _ 1663+00 `.\,; 1664+OOt --� -- _– – GAS — GAS —GAS — GAS GAS — GAS — GA —GAS \ GAS GAS — f - 1665 00 1666+00 - - _cns cns — cAs e� \ cns cns cqs — cAs — - - - - - _ _ 1667+0 = _-- _ __- _ cAS — GAs — \ \ r�AS —GAS -- S cns- _cns _ cqs —cqs_ GAS GASB GAS— GAS 4 -- i 1669+ 1670+00 -------- / \ \ 1668+0�_ —� GAS GAS N O 12� O I 4660 k 56 / 1 _ \ �� A� �` � ! �i r �� a --�� 16]1+00 0, 1672+00 1673+00 1674+00 L'GAS GAS GASGo _ \ _ - AS GAS— - \ -' -__ - GAS -- GAS GAS — 16 0 1676 - - __� - w cqs _ _ cns _ GAs — _ � 1677+00 _ cns -�---`� � \ 678-r00T --1680+ — GAS • � - _ . y \ \A o a - � 167 00 p R-= - y 1+00 168 --- W Z \ _ M PROPOSED 70' / � — — — — WETLAND RPWC4 �� \ bo \ �a I o - - - - - - - - / a -- - --06 PERMANENT / EASEMENT / 4700 o \ r I ?\- I - ----- --___ ;56 z _ 61 tr� / A / / ! \ j\ Ja 90' TEMPORARY r - / 10. WORK SPACE a Q Dn PROPOSED 15' a Q a �' r X * / \ / e DpA / \ I e� PERMANENT I O / 60' TEMPORARY DIRT ROAD WORK SPACE e� o EASEMENT r DIRT ROAD a LOO, e \ / ?,A- ' o d�� - WETLAND C2 0- r r r e THE OWN O r _ WETLAND —�-� BOUNDARY — - — PROPOSED EXISTING STREAM - - � RIGHT-OF-WAY PIPELINE EASEMENT OVERHEAD oh oh—----ur----ur- TELEPHONE ELECTRIC \°!_ OF DAT T �e�/ / WETLAND (PFO) SOILS GAS EXISTING IISTINE - PL PL- PROPERTY LINE X FENCE W WATER LINE ---- uN ---- uN- TV NO FROURAC _ J a e� / e /�- Co O __ WETLAND (PEM) CONTOURS - - PERMANENT -----�----T�- TOP BANK ACCESS ROAD PERMANENT ---- vo----Fo- FIBRE OPTIC CONVERSION �ES EASEMENT THE INFORM CONTRACTO LOCATE AND/0 N. IT ` - a _ / \ - -Elk / Qom/ - r WETLAND (PSS) LIMITS OF _ _ _ _ _ TEMPORARY ACCESS ROAD DISTURBANCE WORKSPACE EDGE -ems -f3f� BOTTOM BANK IMPACT ----ss----ss- SAN SEWER TEMPORARY CLEARING LOCATIOtIS OFA ¢JI q! / WETLAND (POW) POND WORKISPACE ONAL EMP - - ROAD - DITCH STORM SEWER IMPACT PIPELINES PRIOR T r _ * } EASEMENTACCESS 0 0 N 1656+00 1657+00 1658+00 1659+00 1660+00 1661+00 1662+00 1663+00 1664+00 1665+00 1666+00 1667+00 1668+00 1669+00 1670+00 1671+00 1672+00 1673+00 1674+00 1675+00 1676+00 1677+00 1678+00 1679+00 1680+00 1681+00 1682+00 O u 260' 260' Iii o U 240' 240' O U7 Q WETLAND WC2 WETLAND RPWC4 z 220' 220' 3'-6" MIN. COVER C/L DITCH C/L DIRT RD 0 C/L DIRT RD C/L DITCH NATURAL GROUND C/L DITCH LU 200' LU U_ CD � 0 a 180' 180' � COVER 5' MIN. COVER 3'-6" MIN. COVER 5' MIN. COVER PROPOSED T.O.P. LINE 434 30"L 3' 6" MIN. COVERL 3' 6" MIN. COVER 5' MIN. COVER II NATURAL GAS PIPELINE 160' 160' ui J Q O coU 140' 140' U > 120' 120' 0 MATERIAL g 2600' o 00 1 CONST. METHOD (° CM4 CM1 CM4 CM1 CM4 CM1 CM4 CM1 (2 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 74 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1656+00 TO STA. 1682+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G —C-434-0001308 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4900 4920 4940 4960 4980 Q OWNERSHIP C) CD JONES & oo JAMES CANSTON BAKER oo TERRY B LANGLEY & DEBRA B BEASLEY & JAMES C. BAKER oo LOIS W. BULLARD oo JUNIOUS BULLARD oo Q N ADRIANA MARIA R PLATA N N N N +w CD ACREAGE LD Of EASEMENTS PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS EXISTING 70' PIEDMONT NATURAL GAS 160' IMPACT PROPOSED VARIES & EXISTING 70' PIEDMONT NATURAL GAS EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS 180' IMPACT REF. DWG. NO. z z z z 2 2 2 22 ILL OQ Z Z W w Q W w 0 OQ Z Y Y Z W Z Z w 00 0 Y Z Z Y Z 2 w Z 2 Z W W Z U, Z Q W Q W W � ZZ Z J W H ZOf W Z � J Q W Q W 1-- ED Zm HZ J Q Q Q W J Q w m W W HH 00 X H Of a ZZ Ur Z Z W WJILL J }LLWZZ� J UI WCO J - W aJaWJ } O> WW WW w�O JJW W W Y� Z O Y= aY W J Z a = a am H w CO o Y -O aY Z a aW Z �QooWooaQ� m Yaa- Z as as W a a J oo Q000aoo° Qaa= O C/) LU<o— .<-j U Umowaw�maa za (70C9SQa0 �� U) a O aCOLU oma 0M0�-0�C�Da0 a LU LU mew w w w w co O CD CD CL CDC9ofC5(70 aS� C/)Q w00w0x0w= aHUw awwHUO X- wa Of a a W000�00xow UHwmamwwHU a 00 00010ORR< U LU LU HmW W06 W W 06 HW W2 O C) LO MCO 000 L17V O NNM MMco) *14)CO + + + + + + + + + + N NM + + O Cf) t N m t O V CO IS O N Ln Cfl 1— C14 V OO O O7��77N r- + + + + t t t t t + + CO X00(0 O ML00')0 � NC) ap 00 O) a)a)a)O + + + + + t + + + + N Cl) Cl) M Cl) Cl) Cl) Cl) Cl) Cl) 00 00 00 00 00 00 00 00 00 00 CO CO CO CO CO CO CO CO CO CO 00 00 00 00 CO CO CY) 00 M M O) M Lo Lo L0 L0 I I I I I CIS CO O) O) O) O) O) O) O) O) O) O) CT M M M M CO CO CO CO CO M Cfl Cn I— I— r- I` � � I\ I\ 00 O O O O O O O O O O � � � � � t` t` t` t` t` N.'�* - #�1}- IN v ROBESON COUNTY, \ NORTH CAROLINA O \\ \ • . f - 1' 1 IN. p -,-r �', i r� ]r i r r f 0 �. r / d \ - Ik IF r \ ` I� ' i 1 }r � - - *,-�- PL-- PL p :' 'til'? `�r IN ; PL SPL — PL — PL — _ -� a( INN I _ - -- a --- - i Pm Q '' ' Fir` `7 o ri ',+ - _ \p I' \ \ •.'•�} /- i ii AN 410e NNp i 11 IN. / iNN' k r. r ter.-: 790 INNI - . IN �� ` \ ACCESS ROAD AR 51 F. 1 } Q `- - \ /� NNN - I _ Id — -1d.. DD 4920 4940 IN ; / Pf. NN. e, o J 1688+31 PI < 11°36'25" RT. F QI/ EXISTING 25' \ \ IPELINE EASEMENT I� a EXISTING 25' I PIPELINE EASEMENT EXISTING 50' r I O ' C, _ \ ' p \ \.1 p�� 8 1 � C) J .i. _ _ _ _il'._ _ _ _ - - GAS — C4 GAS GAS v - d GAS — T' GAS — cAs— ' I PIPELINE EASEMENT 9 r , / ,WETLAND RPWC2 \ - - _ _ _ _ _ EXIST. LINE 1 16" _ G I — cns — - - _ _ - __ _ NATURAL GAS PIPELINE EXISTIN 70' cras cns _- cns — GA Y EXI TING 50' F \ \' �/ P� PIPELINE EAS ME T _ �' P q/\ � GA -1 `. % PP\ \ - = = ' — GNS 0 P� ` 4960 EXIST. INE 175 20" _ G s 0 _ \ \\ AL _ GPS p r NATURAL AS PIPELINE —= ` p �A cns GAS GAS W +00 X x - GAS 1 _cqs GAS cns _ cAs_ _ G GA— ;As GAS _ _ _ _ _ _ _ _ _ — LIN M N PIPE E EASE T _ _ AS GAS P�/�'� \ - G s A N Of = I X = y + 1684+00 Z ,----, : 1685+00 J -- s — _cns - -- - _ _cns Gq 1686+00 1688+ - _ - 1 $ + �'A� GASB -�— -\ — GAS --- _ f r_ - cns cns — _ GAS \ GAS — GAS _ - "- ` , -. G� GAS ` GAS _ �"G8s GAS — GAS ---1 - - - _ - GFS cAs \ _ _ _ _ iY z GAS \ _ - — - - s cAs GFs - _ - 170 +00 oak \ - 6 GGFS 1n I m �� \ i 168 GA - *�� Iv S \GAS \ - - -. -_ r�r _ - - - - ^� .�_... - - - - _ - _ _ ` cns ` - + '/�� S __ _ '�, - FS -_�p7+OO _ _ _ - - �_ �� - GAS GFS GAS _ -_ 1 ' 3 - GAS GAS 7()5+00 GAS—GAS— �— j O GAS — GAS — GAS —GAS GAS Z Q ' V k . F. + i - r 1 g \cqs -� \ 6 O+Op EXISTING 70' - - 'L ,- _ _ _ _ M GFS Ws 1704+00 x l Vr + i I Q I n MaA O \ cqs 169j+ -� PIPELINE EASEMENT --- GAS �' - - _ _ _ _ _ _ _ = - �00—� i -`�� 1 03 � Ill O cAs Ill r......Op \ -� GAS-- N. __�---- GFs 1702+00 ` GPS 1692+0 \ GAS `- -- \ GAS----- --- GFs GFS 17p1+00 NoA -_ -_— --- G � 17 p0+00 \ T90'TEMPORARY GAS 1693+Op GAS S _------------�--GASB r GAS 1699 z Q � PROPOSED 15' PERMANENT I � �� 1694+00 �� G 11 1 GAS — GAS -- GAS cPs 698+00 169541 WETLAND RPWC3 EASEMENT WORK SPACE �� \ \-�� 1696+00 7+00 169 — NoA - O • �-Id -Id \ � � PROPOSED 15' Ja 9 1 PERMANENT a RARY EASEMENT WETLAND WC1 90woRK SPACE 3 I C/L PROPOSED LINE 434 30" - 85' TEMPORARY NATURAL GAS PIPELINE WORK SPACE STREA SC2 a -4980 d. r I1 _ _ — — — — _ � PROPOSED _ _ - PERMANENT MaA LITTLE JUNIPER BR NCH I 1 r a 1198- r 1693+92 PI < 10'58'01" LT. - - EASEMENT VARIES a 1696+74 PI < 13°47'2 LT. ti r J I IL � r WETLAND — WEi — WEi — — BOUNDARY PROPOSED EXISTING OVERHEAD - - w`• — OE OE— STREAM RIGHT-OF-WAY----UT----JT- PIPELINE EASEMENT ELECTRIC TELEPHONE THE PIPELI INFORMATION SHOWN ON THIS DR A G IS A COMPILATION # r ~� Ly O EXISTING r OF DATA OBTAI D FROM DRAWINGS WETLAND (PFO) SOILS cns PIPELINE - PL PL— PROPERTY LINE X FENCE W WATER LINE----u,v----�- TV FROM VARIOUS S CES. A E C 0 M F , F I ' I \ PERMANENT PERMANENT DOES NOT GUARAN THE ; [ WETLAND (PEM) - ACCESS ROAD----78----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC CONTOURS - EASEMENT CONVERSION ACCURACY OR COMPL NESS OF THE INFORMATION SHO IT IS THE �� _ r r �� f -. \ \ LIMITS OF TEMPORARY ACCESS ROAD IMPACT CONTRACTOR'S RESPONSI Y TO f \ ti r * �� _ PL - \ F q - WaB _ O WETLAND (PSS) -_ __ - - - - ---BB----BB- BOTTOM BANK -- ss---- ss- SAN SEWER DISTURBANCE WORKSPACE EDGE TEMPORARY CLEARING LOCATE AND/OR CONFIRM TH - fi:# PL * PLS r < �� ADDITIONAL TEMP ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AN \ WETLAND (POW) _ _ POND WORKSPACE EASEMENT - DITCH STORM SEWER PIPELINES PRIOR TO EXCAVATION. - P q \ ^�$ NN0 0 N 1682+00 1683+00 1684+00 1685+00 1686+00 1687+00 1688+00 1689+00 1690+00 1691+00 1692+00 1693+00 1694+00 1695+00 1696+00 1697+00 1698+00 1699+00 1700+00 1701+00 1702+00 1703+00 1704+00 1705+00 1706+00 1707+00 1708+00 O 0 u 260' 260' Iii o U 240' 240' O U) Q WETLAND RPWC3 WETLAND RPWC2 WETLAND WC1 z O 220 220 N Of O C/L DITCH NATURAL GROUND C/L DITCH C/L STREAM SC2 LITTLE JUNIPER BRANCH LU 200' w LL LL 0 [If CD 0 0 Of a 180' 180' 5' MIN. COVERL 3' 6" MIN. COVER COVER 3'-6" MIN. COVER IIL 160' 3'-6" MIN. COVER „ PROPOSED T.O.P. LINE 434 30 5' MIN. COVER 160' w NATURAL GAS PIPELINE J O Q � U 140' 140' U > 120' 120' 0 MATERIAL C) 2600' o co 0 1 CONST. METHOD `D CM1 CM4 CM1 CM4 CM1 CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 75 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1682+00 TO STA. 1708+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G –C-434-0001309 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 4980 5000 5000 5020 5040 5060 5080 5100 5120 Q OWNERSHIP o JUNIOUS BULLARD or JUNIOUS BULLARD N JUNIOUS BULLARD o AUBREY LEE BULLARD & NORMIE L BULLARD `4 BANK OF AMERICA, N.A. N BETTY JO HUNT m REBECCA ANN LOWERY (0 MARLAND LOCKLEAR & LUCILLE B LOCKLEAR DALE LOCKLEAR o Q IL CON_ O _� N N N(0 N N fl- N O M M M V M IL O ACREAGE 9 o' o' EASEMENTS 180' IMPACT PROPOSED 15'& EXISTING 50'& 25PIEDMONT NATURAL GAS PROPOSED VARIES 250' IMPACT REF. DWG. NO. z W J?) J z z W W z z W W w (n WSW %W% < 06 < w w (n U H W� w U) U) YY zZ W (DM(5 YY a" Y �WY W Wo W ZZY YZ U' Z zz a as J mm ww ZZ w zz Z mom as aQa mm < Lj z awz w W Z a W Z a Z Z Q' — m Q' — m w ww w w azWza w z 0ZZ� H ZZ Z JaZa J Z a --a Q �m—m C� Z Z W Z_ W as Y00Y �W J J W d �- Z J O Z O as ZXO YOOY J J J J H LL H W LL W ZYU)>-O U) CL J J J J J J w J W J � 0 WO - W (n 0- 0- W W W LUX> X Lu (n W >- Z v HQ H W`1e z _O Q J = Z Z O J 0-000- Q Q J w >W LL 0x > J O Z O Z Z o aooa J Z 0 Q 0 0- z J Q a a Luo o0- w > ZYa0�0Q >> > J O Q Q O J Q 0- Q a H J z O Q O > Z o w w w a a OWO o0-= z _O H Q � C 0 Q mF_F_mWa a��aCDO 0-� a OSQ O a_ m: mF_�m OCA 0 0-��0- 0- co � w�F_maa� OaC70� c�U)�0-00SQ 0- awa�wa �, D_ 0- a z amwF- aF- w 0-000 = OCDOLCDO 0L O (7 o Oa CD-0k(D 0-P 0 � � 2 00000w HmmHWO IYX w 0-w 0 x0J0 0000 00w0w ED ED wo0woQR00wwx UHw0- m wwmH00-w wowxow w � w Z W0001100=0< O L)WawWO a 0-w 0- m w m UHwm0-ooLu 2 O CD + CO Lf) f�OM Lf) Lf) O + + + + + + O I'_ r- + + + r-- V C) r-- V COOMI O O N N co CO O) O) O) + + + + + + + + + NCO O co CO f� N W O O O N N (0 (0 + + + t t + + + + + O 00" V MOONO) f1_ OM O O O CO I' -O V (00— Ln 00 C) (0 O) N N co � N O O LC) (0 (0 O � Lf) Lf) LC) (O (O (O (0 0 + + + + + + + + + + + t + + + + + + + + + + + CO O _O _O _O _O _O _O N_N M V Ln Ln Ln Ln OOOO �N N N N N N N N N N N N N N N N N N N Li) Ln(4(4(4(4(4 [` [` W O N M MMMMMM MM V N N N N N N N N N N M M M M M M M M M M M M M �� 4 - r r' ROBESON COUNTY, ''\ /^a/ �� / NORTH CAROLINA g \ ° \ \ \ / �I ^a \ r � �/ \ 01 � Aa / N 4.Qom/ . �!\ ` ♦ \)d � \ 188 a Ab �1y _ NoA / a � 4 dp ti 4' D - - a ACCESS ROAD AR -53 . R \ // A a 5060 5080 ^a 5100 �r• /+ � T Q \ 188 : 5000 ACCESS ROAD AR -52 ♦ ♦ 5000 ! ♦ Pm MLV-05 / � \ � v v v \ � 1727+27 PI < 3°4742" RT. Aa a / EXISTING 25' a O o N - �- � e2 ♦ 5020 Ra 0 O \\ / PIPELINE EASEMENT - o / ACCES FflAD AR-MLV-05 / / EXISTING 25 ' ♦ e \ ^ a � • __ ui O A( WETLAND W EXIST. LINE 1 16" NATURAL GAS PIPELINE PIPELINE EASEMENT\ / ♦ EXISTING 50' / PIPELINE EASEMENT EXIST. LINE 175 20" / \\ \ NATURAL GAS PIPELINE \\ EXISTING 50' a WETLAND RPWC1 \ ^ EASEMENT / a + ' _ \ ~ ♦ - G + b U a ZO ori {I - O C VI - - - _ �- GAS— GAS— GAS— GAS GAS I II- GA — GAS— GAS GAS— - - - - - GAS— GAS— GAS GAS - - _ _ - - �\ GAS — S — GAS — GAS GAS GAS GAS — GAS — GAS e� S — GAS — GAS — GAS — GAS— S—GAS / e(S GAS\\ GAS GAS—GAS— �\ � � GAS G GAS GAS —= GAS GAS_ GAS SrA�— SrAS- —�S _ _ - GAAS�a GAS — GAS — GAS — AS — GAS — GA� GAS GAS — GAS —GAS GAS — GAS GAS — GAS — GAS— GAS— GA � � nc — ,A� � �_ �q� SAS_ GAS GAS GAS GAS AS _GAS GAS GAS GAS GAS GAS .G + - _ --- �- __----_--- __--- __-_ _---- _----_-----_----- - - y � N _ • O / I GAS- S S GA GAS GAS AS - - - _ GAS — GAS - 9�— SvA�— GA - _ - - - — - - — - - — - - - - - - -- _ - _-- F___ =---_=-----__-----_-- 1725+00 - _ ----------- 1 1727+00 1728D 0 h O GAS —GAS —GAS GAS— GAS— GAS— GAS GA��-1-F AS _ - - - - -- -- -- -- -- _ _ _ _ _q _ _ — __ — __ — _ — — -- — -- -- — - - — -- — -- — - _ __ - - - --_ ----------------- - ---- ='ti - X -- / +pp 1720+00 1721+00 17+00 1718+00 1 �;T3+00 1724+00 ff _ r y 1731+00 _ Ill _ _ _ _ _ -J� ��nq+np --� �- �'"-� yC�I 1711+00 ' 1712+ 1713+00 1714+pip 171 .11;f` �'` fr y y 1732+ 17 p r X173 LV J C/L HANSON RD 0- C/L PROPOSED LINE 434 30"F- --- ---- — -- Q �=� ■ � NATURAL GAS PIPELINE— — ------------------------- ----- -------- — -- — -- — / DIRT ROAD _ - ------------II�—---------------- AC 60' MPORARY \� - PROPOSED 15' A 90' TEMPOR Y ( PERMANENTWORK SPACE \ EASEMENT �d,� WO SPACE ^ PROPOSED +r PERMANENT EASEMENT VARIE '• p (\ STREAM SC1 f¢ a 100' x 25' A DITIONAL- \ / WETLAND WC11p. A( UT OF LITTLE JUNER 11 NCH TEMPORARY W K SPACE 5120 a • s�` r \�d F \ A (\ NoA - 1 \ a 100' x 25' ADDITION L L Ly TEMPORARY WORK SP E , ]f� ' }■■� z A a {� CP T \ 1111 1 _ of \ WETLAND BOUNDARY — OE— OE— PROPOSED _ _ EXISTING OVERHEAD ----uT ___- n- TELEPHONE — — STREAM PIPELINE EASEMENT ^ RIGHT-OF-WAY — ELECTRIC - ' + WETLAND (PFO) SOILS GAS EXISTING — PL PL— PROPERTY LINE X FENCE w WATER LINE ---- PIPELINE Im ---- uN- TV • _ .7' r drr - A of WETLAND (PEM) PERMANENTACCESS ROAD CONTOURS - - - ----TB----TB- TOP BANK ---- Fo---- Fo- FIBRE OPTIC EASEMENT PERMANENT CONVERSION - IMPACT WETLAND (PSS) LIMITS OF TEMPORARY ACCESS ROAD — — — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER DISTURBANCE WORKSPACE EDGE TEMPORARY CLEARING A O - \ WETLAND (POW) POND WORKI PONAL ACE EMP - - EASEMENTROAD - DITCH STORM SEWER ACCESS(\A IMPACT 0 0 N 1708+00 1709+00 1710+00 1711+00 1712+00 1713+00 1714+00 1715+00 1716+00 1717+00 1718+00 1719+00 1720+00 1721+00 1722+00 1723+00 1724+00 1725+00 1726+00 1727+00 1728+00 1729+00 1730+00 1731+00 1732+00 1733+00 1734+00 O 0 u 260' 260' Lii o 0 240' 240' CD U) WETLAND WC1 WETLAND RPWC1 z O 220' 220' N 0 C/L HANSON RD NATURAL GROUND C/L STREAM SC1 C/L DIRT RD J 200' UT OF LITTLE JUNIPER BRANCH 200' J - LL o LL � CD 0-o 180' L 180' Of � 0 II 5' MIN. COVER 5' MIN. COVER 3'-6" MIN. COVER S MIN. COVER 3'-6" MIN. COVER 5' MIN. COVER 3'-6" MIN. COVER 5' MIN. COVER 160' 160' J PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE J 140' 140' U > 120' 120' 0 MATERIAL g 2600' g 0 co 1 CONST. METHOD CM4 CM1 CM2 CM1 CM4 CM1 CM4 CM1 CM2 CM1 CM2/CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 76 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1708+00 TO STA. 1734+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD AtNatural COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G -C-434-0001310 A i i j STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 5120 5121 5120 5122 5123 Q OWNERSHIP C) DALE LOCKLEAR o REDELL COLLINS DALE LOCKLEAR EMMA JEAN LOWERY, LO ET AL C/O RUTH PAUL D. LOCKLEAR o Q O v m co ,+r, 1- ` w LOCKLEAR 464/0224 o ILL 0 ACREAGE LD E Io' EASEMENTS PROPOSED VARIES & EXISTING 50'& 25' PIEDMONT NATURAL GAS PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT REF. DWG. NO. Z YY Z ZZ Q << Z Z Z Z z � 1-- _ J J W J J Z co o Zp J >> N Z22Z 0' Of ZLLUZ W O CZ' O J O _ 1-- < � U Q U U mOOm a a LLJ 000 LU ma in 0- in 0 z V z a��a O O zaC�a0IY O Q W Q Z 0000 Of 000w Q LU w w 2 w L a LL HmmH a a I.LHwUHa a a a 2 O W N MI`O I- t` U')I-- O V CO O O O V m Lf) Mco co O 0000M O + + + + t t t t t t t + + + + ++ t t + + v v co co o co U')co I-- I-- rl- r.- r.- � co co 0 M M co co V LO ROBESON COUNTY, 1 - • r � ACCESS ROAD AR- � - - 'fes . ' Z. J. a NORTH CAROLINA •* ■ ti417 / 3p J — d w 4 • _ ` *- I �� /,j of ) 1 � rjF ` i ti .1 L I b tF r Ap % ;j -AIM6j 5 li \qA . 1"1 .� \ 1738+97 PI < 76°21'31" RT. / / y+ I J 1 _ • � 1 . o o L o ! r / "e X39+0 Ja �• t / 11 1 1 - ` EXIST. LINE 1 16" J' 1�4 re, „� ' ME Lai. NATURAL GAS PIPELINE A! / ' Q �� '��, \' PROPOSED 70' - v NE %S / I O'}OD o CNI\ �d,ii O - 1 742+pp a ,� \``re I PERMANENT `' . d e ��rii ` `1 o_ > a �Q� ce-1' J _r O I1 17 EASEMENT a d EXIST. LINE 175 20" A! / X111 43ap` �_ 11 _ ^MO, I / >d NATURAL GAS.I IPELINE cam / / ^ `, II 1� • ` �a 4+ p � d I - / • ' rr `� p , 1 / w �� / i r / ` Il l l a 1745+ _ P` 7d o / 5123 I lad 7 v O `� ,d I To 1 �a //i / / / �I x l I� % 4 �' a I� PL` I ti 0 EXISTING 25' Q J p (I p� . PIPELINE EASEMENT // �' I s°i o C/L PROPOSED LINE 434 30" � � � � I - / � PL � I /� �-/ P�� :. r � EXISTING 50' ' � ^moo NATURAL GAS PIPELINE id ` ` �'" / /� P` _ P� �� Z Q ^ 7d ` " -_PL. L PIPELINE EAkMENT \ // o id NoA PROPO D , 1748+87 PI < 45°00'00" LT. P� ` 4111111111111 _ WETLAND RPWC1 �d / // __ PERMAN T id ~ / s ■ ■ EASEMENT RIES 5120 Ra a ` / / J GoA c 1 - 1 I \��t J 1 PL PL j Xoo 174 +96 PI < 45°00'00" LT. bk �. z J �o \� - Ly L _ — _ - 5122 60' TEMPORARY = L � � � � i � � J� - WORK SAGE � 1 fL a - ■ x 4 100'x 25' ADDITIONAL • 91 AND WB TEMPORARY WORK SPACE ■ \,, J T 1 46 I ■ 7 00 WETLAND WB4 3 _ L % i � rt1- '1 —WEr—WEr— WETLAND _ — — STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY —OE—OE— OVERHEAD----uT ---- uT- TELEPHONE THE PIPELINE INFORMATION SHOWN J • BOUNDARY PIPELINE EASEMENT ELECTRIC ON THIS DRAWING ISA COMPILATION NoA WETLAND (PFO) SOILS GAS EXISTING —PL—PL— PROPERTY LINE X FENCE W WATER LINE----uw----uw- TV OF DATA OBTAINED FROM DRAWINGS PIPELINE FROM VARIOUS SOURCES. AECOM y PERMANENT _ PERMANENT---- vo----vo- FIBRE OPTIC CONVERSION DOES NOT GUARANTEE TUE� WETLAND (PEM) CONTOURS - EASEMENT - ACCESS ROAD----'�----TB- TOP BANK � ACCURACY OR COMPLETENESS OF IMPACT THE INFORMATION SHOWN. IT THE LIMITS OF TEMPORARY ACCESS ROAD P WETLAND (PSS) — —----ee---- BB- BOTTOM BANK----ss----ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILIT DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES AND r -- _ WETLAND (POW) POND WORKSPACE EASEMENT - DITCH STORM SEWER ` PIPELINES PRIOR TO EXCAVATION. 0 O N 1734+00 1735+00 1736+00 1737+00 1738+00 1739+00 1740+00 1741+00 1742+00 1743+00 1744+00 1745+00 1746+00 1747+00 1748+00 1749+00 1750+00 O u 260' 260' Iii o U 240' - - 240' O U) Q WETLAND WB4 z O 220' 220' N 0 NATURAL GROUND C/L DITC H w 200' 200' w U- a O 00 U- 180'000'-1 b � II L180' 3'-6" MIN. COVER5' MIN. COVER 3'-6" MIN. COVER 5' MIN. COVER r5M' N. COVE 160' 160' PROPOSED T.O.P. LINE 434 30" co NATURAL GAS PIPELINE Q 140' 140' U w > 120' 120' 0 MATERIALo 1600' o CONST. METHOD m � 1 CM1 CM4 CM1 CM4 CM1 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) 77 OF 81 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS REGIONAL N/A N/A ENGINEER Piedmont DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - Natural Gas WOUS PLAN STA. 1734+00 TO STA. 1750+00 PROJECT NUMBER 2340067 DATE N/A INITIALS N/A MGR TECH DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G -C-434-0001311 A STATION ID I N/A DATE INITIALS CB PRINCIPAL ENGINEER PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 5123 5126 5127 5128 5129 5130 5131 5132 5134 5240 Q OWNERSHIP oo PAUL D. LOCKLEAR JOE LOCKLEAR-DECEASED-KENNETH LOCKLEAR o ONNIE JOE RD 00 ALLISON LOCKLEAR N DALE & FAYE LOCKLEAR `t DOROTHY DIAL Q CHRISSIE ANN OXENDINE 00 GREGORY DIAL N LEANA BARTON 't CARLTON CUMMINGS cO VENUS MAYNOR 0o Q C:) v m (SR-1353) m Ln o + o m + v & ANDREA CUMMINGS + Ln & CECILY P MAYNOR ET ALS + (4 LL O Ln LO m (D (D (D r- r ILL ACREAGE LD E Io' EASEMENTS 130' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 165' IMPACT PROPOSED 70' PIEDMONT NATURAL GAS 130' IMPACT REF. DWG. N0. PNG-C-434-0001050 � U W W J H OPS p Z 0 Z ~ J o o O< O Y U Z Z Z Z Y Y z Y UO U U Myo6S e Y Y2 < < < z< Z< W <Z Z< ow -w < Z W Z w w w w o o <Z wZ< Z H H H H m m Z J Hm>mH <wz< H Z mZm Z Z Z J Z < < �0<0 ZO<0� W W W W J �,.� U W HLL W pOJp < J J OLLJLL o J J J W _j U) O O FLL JLLH Z z W LL LL W W ZYO O 3: W O<O Z % O } O YLu o ?W LLn X U)O Y =vOn _LL LL LL �zZLL�LLZLLWLLZ��zo LLLLZLL�2CiC Of2LL LL z NV O O O Ompa :3<0 wU LU LU Q ap�m�-wpp=< m00zwLUO1OmO C14 LU 0U a°U Q UZO LU LU LU LU �d O LLo UHHa a LL c- az UwQF_LLF_W C/) ((U (U LULLH F_LLO OLL(D_�x00_0 000- LL�zo 0 z�0�LL0 O O O O— OZ000LL0� 0�O� C/)< LL 0 0 0 000�00� w X000Oo00��o0_jOWZwz WO�00W Ww OfWOZ00o0�00< w w W wHm0mHLL a m UHwm�mwF_w0MwF_ F_ LL w LL w LLmLLmHU a LL LL LL D_ LLm ULLW WW HW 0060-0 W 2E O I- O 1 OCl) CO r-00 1 Cl) LO r- 00 O I-NM00 r- r- 00 r- Lnr- W N O N O ON V COO V N Cl) 00 I- 00 V LQ W0C0 LnV LOON CO COOMO 0 0 V o (0000000000Cl) M Cl) 00M C)C) NMMItL0 (0(00 0�t (0 00(0(0(0M N 0 0 N (0 (0 U)(0(0(O� I- rl-0000000000 t + + + + + + + +t + + t + + + + + + + + + + + + + + + + + + t t + + + + + + t t t + t + + + + + + + + + + + + + + + O o N co MMMMM� o N N N CO MMMMMM M MM MM(nv Ln L0 LO (0 (0 cc (fl (fl � 00 O M V T V In In Lo Lo Lo MLo Lo Lo In In w Lfy Ln L0 L0 In In Ln Ln Ln Ln In (0 M MM M M M M M (0 (0 M M MM M M M M M M M MMMMMM (0 1- 1-1-�� h��r-r-r-r- 10 _ _ PLS P P • ROBESON COUNTY, - " •• _ \ GIs \�� S a - \ \ T - GAS —_ 0,4S� , _ ,� � ,' ' ' ; i PLS NORTH CAROLINA - \ \ ✓-\a GAS GAS GASB\ \ a / GAS GAS l� -- _ ;r- /1d �S-r �f GASB PL \ I 1d ' PLS PL ; � Ra I ^row 1d / 1d 1d - 1a /16 o J 1768+22 PI < 40°00'00" RT. 1d X11 I� 1a 1a O f ' �_ �• _ • �� '0 Ly o• /1d � '0 /1d / 1d 'g r O 0 - 0.10 AC. ADDITIONAL / � N to 5130 5131 _ p PL - L-_ PL Pe •5 PL pL -o °" 1a / TEMPORARY WORK SPACE � �- PROPOSED 70' \ \ r / PERMANENT I 1a -je'' _e ''_ �. , EASEMENT II F \ 1 1 WETLAND RPWB6 a 3 tem 6g+0+0 ` r 9 d/ O I - Rt 116. 0 b \ o v p r' C/L PROPOSED LINE 434 30" �. / r -0 100' x 5' AWITIONAL J s r NATURAL GAS PIPELINE o X766+00 /� �� \ r TEMPORAR WORKSEACE 41 RI 1 \\ " _ _ < ~ + — �d Id — Id ld 00 �a I '9 z - ld — �d — �a 5126 �^ r d # O O ON '4 _ 11� WETLAND WB4 _ #I 16 11 5+00 a °I \ >>1*00 PL PL r 1760+87 PI < 21°13'43" LT.°�I� �6Qx00 0 PL PLS PL 1 1 1a PROPOSED 70' 1 _ # +0� 1751+ - �: i� _ - - - _ Ilii 1d / PERMANENT b i \ \ \\ 2x0 5132 \ 0 1 o Z �, 52+00 -1753+00 Q _ - - - / EASEMENT 1i • z J \ � - 11 00 1a 1755+00 \ \ 1756+00 `? \>>3x 11 1111 �.1 1 1757+00 - - - - - _ \ \ \ 5x�� 1758+00 - - - / d,, > O � l (� 1759+00 - — a;1 - u IIII I0+00 1 6A+00 11 �a �s \ \ r 7 `� m O \ ��4x00 1 1i1 � • a 1a / �_-�/ 1i �� j 111 / '✓%' Ra _ _ \ \� � � 111 � _ 5 I — 1 1 1 , i dO b 1 1 W op � - /� k 1 '11 1 %;> 5128 0' TEMPORARY \ \ \ 11 1 11 m WORK SPACE \ \ 0 1 11 Irl \ ool;< WETLANDRPWB7 �- \ r \\\ /� O 0.08 AC. ADDITIONAL WETLAND WB4 / \ ;_= '�� I TEMPORARY WORK SPACE \ WETLAND RPWB5 o r / \ 60' TE ORARY 155' x 35' ADDITIONA /1d / GoA ° PL--- PIL q d v STf EAM SB2 1 : 1 _ 0 WOR PACE TEMPORARY WORK SPAC /1d I' \ UT TO MILL BRANCH s 1 �` I 'o- \ \ 1774+18 P 2°27'18" LT. r \ 1 1 Ir / /1a PLS � ar • R ROA A 5- J6 ti 4 r J \ /1a / 1�6 WETLAND PROPOSED EXISTING OVERHEAD v "LT- "LT— - STREAM RIGHT-OF-WAY of OE—----ur------ TELEPHONE k I 7 /1d r BOUNDARY PIPELINE EASEMENT ELECTRIC �~� _ _ EXISTING � � ' _ 1d �1a I WETLAND (PFO) SOILS cns - PL PL— PROPERTY LINE x FENCE W WATER LINE ---- u,v ---- �- TV \ / PIPELINE - MV 1a PERMANENT < / - PERMANENT TB- ---- Fo----Fo- FIBRE OPTIC CONVERSION DOES � � � 1a WETLAND (PEM) CONTOURS - EASEMENT - ACCESS ROAD----Ts---- TOP BANK IMPACT 0 LIMITS OF TEMPORARY ACCESS ROAD _q 1a WETLAND (PSS) - - - - -----88----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY' � a � DISTURBANCE WORKSPACE EDGE 1a CLEARING ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT - DITCH STORM SEWER / WETLAND (POW) POND WORKSPACE EASEMENT 0 0 N 1750+00 1751+00 1752+00 1753+00 1754+00 1755+00 1756+00 1757+00 1758+00 1759+00 1760+00 1761+00 1762+00 1763+00 1764+00 1765+00 1766+00 1767+00 1768+00 1769+00 1770+00 1771+00 1772+00 1773+00 1774+00 1775+00 1776+00 O 0 u 260' 260' Iii J U 240' WETLAND RPWB6 240' o CD J WETLAND WB4 < z O 220' 220' N 0 C/ DITCH C/L ONNIE JOE RD C/L DITCH NATURAL GROUND C/L STREAM SB2 Lu 200' - UT TO MILL BRANCH 200' w LL. LL. a 0 180'- 80' 180' IIL L5' MIN. COVER 5' MIN. OVER T-6" MIN. COVER L 3'-6" MIN. COVER 5' MIN. COVER 3' 6" MIN. COVER 5' MIN. COVER 160' 5' MIN. COVER 160' J PROPOSED T.O.P. LINE 434 30" PROPOSED BORE @ ONNIE JOE RD co NATURAL GAS PIPELINE (SEE REF. DWG. PNG-C-434-0001050) 140' 140' U > 120' 120' 0 MATERIAL 0 o+ 1283' 100' 1217' 1762+83 1763+83 o 0+ CONST. METHOD 1 2 1 CM4 CM1 BORE CM1 CM4 CM1 CM4 CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 78 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1750+00 TO STA. 1776+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG -C-434-0001312 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 5240 5260 5280 5300 >- OWNERSHIP 0o VENUS MAYNOR & CECILY P MAYNOR ET ALS TALFORD DIAL TALFORD RAY DIAL M TALFORD DIAL 0o Q LL M oLL C? o ACREAGE 9 o' o' EASEMENTS PROPOSED 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 50'& 25PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS REF. DWG. NO. z z z z w w w w Z WH <Z Z< W W w WW z z z z zD' Wp- LU �� a z o H Q Jz�J< ao zLL2U2LLz z�UEL �a �a < z<o Lo < OI—O < <LuF- <W w w < _ UCO Z < �� mLLI�-�wm 00a -gym 0- a� z U cn Pa -k-0 0 U a_ CD 0- 0-0 0-z OL OL C� <00 Z X— 000-i -j Ow�XOw 0�X w w < U) �HCOC)CO w Lu in F-wM M wF- HO_UWHLL. 0- LU 0- LU 00 2 OMNM0 O X00 w;;V �U)f-U) NO)OLO r- C) X00 CON (O O D NM It Lf)U-) 0000)000 (0(0r- r- r- 00 co' * N O t t t t t t + + + + + + + + ++ + + + + + t t + + + t (fl (fl (fl (fl (fl � 0 0 V V V (n (n (n V V f- r- O N hhhhh h h 00000000www 000000 0)0 00 O O ROBESON COUNTY, ��m.\\,\ /,a - — — — — NORTH CAROLINA /-\a A`� GASA GAS GAS - AS G r GAS G G _ _ __ __ Z=::::= 1779+5 PI < 45°00'00" RT. As � 5240 q • _ - _\ \� �• cqs GAS GAS s = __ _ GAS GGAS AS GAS _ + Q / 7 _ _ _ As GASGAS 5260 0 cqs GAS O0 GAS GAS -o S — (V - GAS �_ _ _ — - S— GAS cqs _ GA _- _ _ C/L PROPOSED LINE 434 30" 1G EXISTING 25' / e� < GAS GAS 1780 0+ O - GAS GASB GA GAS - _ = NATURAL GAS PIPELINE PIPELINE EASEMENT EXIST. LI 1 16" e� — 781+Op=- GAS GAS \q 00 II STREAM B2 - GAS GAS = _ _ _ NATURAL G PIPELINE / 53 \ 1782+ _ - _ GAS I I S - < \ UT TO MI L BRANCH �pp 00 1783 '— -cam cqs cqs — _ �� GAS �°'� 00 1784+00 - r GAS Sys � As cqs — GAS EXIST. LINE 175 20" e • 1 O' x 25' ADDITIONAL ��` - _ cqs cqs - _ - w J < __� GAS �y O GAS _ TURAL GAS PIPELINE < T MPORARY WORK �i / ��—� Q 1786+00 1787 - = cqs �- S cqs cqs GAS S _ cqs _ EXISTING 50' OO GAS GAS _ _ \. S CE �� 88+ cqs — cqs cqs _ e -�- _-� _ / q PIPELINE EASEMENT \ T /p I , �� OO �� - GAS -Z7- GAS _ -'�� 1789+00 �'.`� GAS O (n -^S GAS GAS _ _ -_ \ 'e A'0 ��[ -� � �_ 1790+0— - _ � = CTAS GAS GAS �m 1�_ CA p PROPOSED 15' < �i DITCH 00 \ _GAS eC cqs + �� 1791+ - 1792+00 _-- - - _ _ cqs O v / /^ EASEMENTPERMANEN�I it �^ PL P�� P �� 1793+00 --_ ____ cA� _c�� GAS cqs S� cq _ - O m L \� 1794+00 = 9c__ — cqs GAS GAs _ _ • — Ra - — �� / �!_�� + _ \ ` �NA,�— y�� — _ O _ 1795+ Ge cqs / GA 00 1796+Op _cns� GAS / �'r�//— = O p _ t •� �l/ PROPOSED 70' �_ cAs cqs o LL I "'F't 90' TEMPORARY I \ 1797+00 _ As _- cqs GAS O / e 1798+00 --- PERMANENT / WORK SPACE DITCH �i � J ems/ 180 _��As—cas EASEMENT I OO 1801+00 _— ___ / / 180 g a ?\- I i••SJJJ I GoA r • � d qa NJ I �A / 60 TEMPO e STREAM SB1 �d r 1 t z Sk / WORKS i MILL BRANCH _ V '- I• J Pa I 5280 O _ I ACCESS ROAD v, p 78q 1 \ d O L e 1 r �d id Id Id I 1 e� 170' x 35' ADDITION 0- 7821 / TEMPORARY WORK SP e� / PL Ra PL PL PL PL R • ,� —low"��_ WETLAND _ _ — STREAM PROPOSED _ _ EXISTING w RIGHT-OF-WAY —oe oe OVERHEAD ____�____�_ TELEPHONE { BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION — EXISTING w WATER LINE----uN----�- OF DATA OBTAINED FROM DRAWINGS 1 1 ti / WETLAND (PFO) SOILS cqs PIPELINE — PL PL— PROPERTY LINE X FENCE TV FROM VARIOUS SOURCES. AECOM r PERMANENT \ PERMANENT DOES NOT GUARANTEE THE � � - - � _ � _ __ / � � � WETLAND (PEM) CONTOURS - - EASEMENT - ACCESS ROAD----'�----TB- TOP BANK ---- vo----Fo- FIBRE OPTIC CONVERSION ACCURACY OR COMPLETENESS OF \ IMPACT THE INFORMATION SHOWN. IT IS THE \ \ LIMITS OF TEMPORARY ACCESS ROAD BB ----BB- ss---- ss - WETLAND (PSS) — — ---- BOTTOM BANK ---- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO \ DISTURBANCE WORKSPACE EDGE _ CLEARING LOCATE AND/OR CONFIRM THE ADDITIONAL TEMP _ _ ACCESS ROAD IMPACT LOCATIONS OF ALL UTILITIES ANDr i WETLAND (POW) POND - DITCH STORM SEWER L WORKSPACE EASEMENT PIPELINES PRIOR TO EXCAVATION. 0 0 N 1776+00 1777+00 1778+00 1779+00 1780+00 1781+00 1782+00 1783+00 1784+00 1785+00 1786+00 1787+00 1788+00 1789+00 1790+00 1791+00 1792+00 1793+00 1794+00 1795+00 1796+00 1797+00 1798+00 1799+00 1800+00 1801+00 1802+00 O 0 u 260' 260' Lii o U 240' 240' O U) J < H z O 220' 220' N O = C/L DITCH NATURAL GROUND C/L DITCH w J o 200' STREAMS 1 ;TREAM SIB1 LU J O MILL BRANCH ILL BRA CH wp a 0 ao � 180'-'180' 0LL5' MIN. COVER 3'-6" MIN. COVER 5' MI .COVER 3'-6" MIN. COVER 5' MIN. COVER 3' 6" MIN. COVER 160' 160' PROPOSED T.O.P. LINE 434 30" NATURAL GAS PIPELINE co J 140' 140' U > 120' 120' 0 MATERIAL 00 1283' 2600' 100' 1217' o (D 0 1 CONST. METHOD CM4 CM1 CM4 I CM1 CM4 I CM1 �2 CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 79 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS N/A REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER 802+00 WOUS PLAN STA. 1776+00 TO STA. 1802+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD AtNatural COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA P N G —C-434-0001313 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP 07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 5300 5320 RED BANK ROAD C=11 Q OWNERSHIP oo TALFORD DIAL M ISAAC TIMOTHY BRAYBOY � SR-1347 M ( ) JAMES ROBERT MOOREE DENNIS R MOORE & MARLITA D MOORE M JERRY MOORE mo MELISSA PRUITT & HB PRUITT N JERRY MOORE TALFORD DIAL AND WIFE, BETTY D. DIAL N XXXXX '0 TALFORD DIAL AND WIFE, BETTY D. DIAL oo Q + N + m + m + v + v c2 o c2 + 0 o m U') + N � C? 2 0 H ACREAGE 0 E EASEMENTS PROPOSED 15'& EXISTING 25' PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 25' PIEDMONT NATURAL GAS 180' IMPACT PROPOSED 15'& EXISTING 25' PIEDMONT NATURAL GAS EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. N0. 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LINE 16" A — _ — GAS GAS /b� )d ^a NATURAL G ' v 1p Id - - GPs Ud * \ 57-0 1 _ �Id GAS cAs _ r 5380 )d PIPELINE A� 5420 a _ — = GPS GAS'�d _ X- b CNIti\� pQ� GAS As EXIST. IPELINE 70' EASEMENT Q. ^ EXISTING 50' >0 5400 \A� GPs GAS PL _, GA _ - 1814+00 ld GAS`GA \- PIPELINE EASEMENT \ - GAS { F GG +kLO-� .-.%may" ld O II P��/a� -� _ _ n 18 cA� GAs -*� EXISTING 25' _ - _A1— GAS— cA$— p� \ GP GAS -� ' a CI 1+00 �\` PL s _ = GAS �'n �' PL—" ld EXIST. LINE 17520" PIPELINE EASEMENT - GAs GA — G GPs "1811+00 �,/ —�� \\\ B— PL p GABS -�, NATURAL GAS PIPELINE ' GA \ G05 — +OO a \ 0� \\"� �S1/'+00 PLS— PL Td\�AS1 W Q o C) o PL PL PL O A / S GAS II II \\\ PL �' ^a GAs cP �� ° 90' TEMPORARY \ 1g�8�0 Ax _ PL i + \ Ly \ / 1808+00 / —� Y Pm �� c `7d PL A GPS �_ SPL' s WORK SPACE �- Cn J z O N < - - / +00 18 AS — GAS GA / G �'- 180% ` / 19+00 I \GAS ld �y GA GAS III \ \ \\ \ _ G / /a GAS _�-10vv 'j. I \ GAS` #' GAS r g� - —� a rn \ \ 1g20x 0 PROPOSED 15' is \ \ ' 0 GAS N _ re _ —��`_``—PERMANENT � � � . _ / \\ \ \ 1821+00 cAs\ a 1803 p� `_�— ^a EASEMENT \ 21x0p GA 2 ' N +00 %'�;� r ; \ / n \ \ \ 85' TEMPORARY \ 182 \ WORK SPACE z ^a _ _ WETLAND RP C/L PROPOSED LINE 434 30" \ \�" W \ \ \---- \A< g Z —i`yc % y 5360d� - — _ NATURAL GAS PIPELINE \ \ 01 \ • + ,� a wl Vr\4y / _)d00 '♦ a �ir°rr off\ ^ a >d WETLAND WB2 \ \ \ A 150'x 35' ADDITIONAL I � - TEMPORARY�4 � __ � „� � a ADDITIONAL A� WORK SPAC WETLAND WB3 'ii d T ° 'k r TEMPORARY ' A I I A / W ACEbf 1 r • ' i ��A� - A 40PJ ' ) A� IllRa o ° WETLAND J PROPOSED EXISTING OVERHEAD � 4 A - 0_ _WET _WET _ — OE OE— STREAM RIGHT-OF-WAY----UT----UT- TELEPHONE � /. + �' - BOUNDARY PIPELINE EASEMENT ELECTRIC THE PIPELINE INFORMATION SHOWN * '• > � - F � * I ON THIS DRAWING IS A COMPILATIO F _ ^a I a EXISTING __ OF DATA OBTAINED FROM DRAWINJS _ - �/ - _ : _ r J WETLAND (PFO) SOILS GAS — PL PL— PROPERTY LINE X FENCE N WATER LINE --PT ----PT - TV F �' a I PIPELINE FROM VARIOUS SOURCES. AE*M �• ,�, a ( ) PERMANENT PERMANENT DOES NOT GUARANTEE TWE % ti - '' t■ ^a } �• - WETLAND PEM CONTOURS - - - ACCESS ROAD----TB----TB- TOP BANK ---- Fo---- FoFIBRE OPTIC CONVERSION ACCURACY OR COMP4&ENESS OF A EASEMENT IMPACT THE INFORMATION ShIOWN. IT IS THE >d ^a LIMITS OF TEMPORARY ACCESS ROAD CONTRACTOR'S RESPONSIBILITY TO i ti } J WETLAND (PSS) — — — — —----BB----BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY ' y 4 a DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE * � ' o Q / r ' ADDITIONAL TEMP _ _ ACCESS ROAD _ IMPACT LOCATIONS OF ALL UTILITIES AND * ^a 1 I WETLAND (POW) POND WORKSPACE EASEMENT DITCH STORM SEWER \ PIPELINE RIOR TO EXCAVATION. _6Zo - 0 0 N 1802+00 1803+00 1804+00 1805+00 1806+00 1807+00 1808+00 1809+00 1810+00 1811+00 1812+00 1813+00 1814+00 1815+00 1816+00 1817+00 1818+00 1819+00 1820+00 1821+00 1822+00 O 0 u 260' 260' Iii o U 240' 240' o (n J a H Z 220' 220' C/L RED BANK ROAD OWETLAND WB3 NATURAL GROUND w o 200' WETLAND WB2�{ F T-6" MIN. COVER I WETLAND RPWB2 200' LU 0 a co + 180' 180' u -- --� 3'-6" MIN. COVER 5' MIN. COVER 5' MIN. COVER T-6" MIN. COVER 5' MIN. COVER J 160' U/G POWERLINE 2' MIN. CLR. PROPOSED T.O.P. LINE 434 30" 160' 0 U/G TELEPHONE U/G TELEPHONE NATURAL GAS PIPELINE (n J U 140' PROPOSED BORE @ RED BANK ROAD 140' (SEE REF. DWG. PNG-C-434-0001051) > 120' 120' 0 MATERIAL o 0 112' 180' 1708' 1803+12 1804+92 0 CONST. METHOD No 1 2 1 CM1 BORE CM1 CM4 CM1 I CM4 CM1 N CLASSIMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 80 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2007 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE N/A INITIALS NIA REGIONAL DWG DATE 06/19/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1802+00 TO STA. 1822+00 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas 822+00 DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG —C-434-0001314 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Fayetteville Resource Center, Fayetteville, North Carolina y y CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER 5440 XXXX XXXX 5460 5480 Q OWNERSHIP o TALFORD DIAL AND M v N LO i o (0 PROSPECT RD (C°o HAROLD M THROWER JR m PIEDMONT NATURAL Q ILL N WIFE, BETTY D. DIAL L (SR-1340) (0 cli GAS COMPANY, INC 0+0 a"'o a"' o a"'o O ACREAGE LD E o' EASEMENTS PROPOSED VARIES & EXISTING 70' PIEDMONT NATURAL GAS PROPOSED 15'& EXISTING 50'& 25' PIEDMONT NATURAL GAS EXISTING 70' PIEDMONT NATURAL GAS REF. DWG. N0. PNG-C-434-0001052 a L-U z z z z z z z w LU w z 2 2 w w 2 2 2 2 LU w zoz w w w w w LL Q Q OQO Q Q Q Q Q LO OU W W Y_ Y UOU wYWY W W W Y YW r Z Z w" Z Z Z '-Z W W W W W W ?j W W H W H W W H � Z z J Z J Z_Z Z_ mZ m Q~Q HmZm Z� z G( mZmZ W w J Z J J Z 0p W o d o Jd_ � J LL JOd_YILL -i o o - W z o Q0 w o LU o z w o o w o c� o (h a wLL W0`e0WOYaOdOY LU CD d o Q Y0LL YO = o a o LU a W JQOO~OQOOOQwOaOQJa� a o J<0LU0 <o C\Io a w O U � 0- ? a aCOF-0- wawmmF- F-00 U-) - am�a��m� N rn O Q v v O� C7 O Oa�=o�ac9�c9a ��a0D v o v Oa�O��a v v v v w wOOIYOxO- z X �x LUW 0 0 z000�0O�OxOOwX- z X X a w E 0- LU ma 0H-M wmHw0wH�mwmHUw0- w w a UHmamwHa a a w 0- w O O O O LO Q0 (n 000 V LO 0) 00 �(O 00 C) (0 00N 00 V 7 O O 00 V CO co V (O O I1- co V O U')M(0 f� N 00000 O7 N CO �(O CO r1- MCOCO� h h O MM�� V) CD (0 00 (0 r- t t t + + + t t + + + + + t + + + + + + t t + + + t t t t + + + + + + + + + + + t t + N N co VV V V (1') (!�(!�(O (O CO CO CO CO CO CO CO CO CO f�� W W O O MMMM MM V [I.W 00 N N N N N N N N N N N N N N N N N N N N N N N N N N N N co (`7(`7(` m M co co co co co M M 00 CO CO 00 CO CO 00 00 CO CO CO CO 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 W W W W co W W 00 00 00 00 00 -i ROBESON COUNTY, 3 a ,_ NORTH CAROLINA ' N ,- / ew l I ti a 1 - V ' �{ a EXIST. PIPELINE S 25' EASEMENT a GAS � GAS � GASB •- _ _ GAS _ GAS _ 34+04 PI < �0°0 '00" RT. 3 GAS- GAS �_ _- \ a, 4828+11 PI < 56°00'0 " RT. �-GASB a 5480 _ -�c�s�-- � GA cns - - �scns / cP - GAS-� GAS - GAS GAS- 1835+16 PI < 26°5721" RT. 3O+pO GAS GAS - A, 2 p5 - 0 (� CD �' J� �-z - GAS GAS a X �1831+ cas cns 00 �'---t - I - � _ - EXIST. LINE 1 16" ■ GAS GAS _ EXIST. PIPELINE a �/ �(b /j� _= 1832+pp-- - GAS I GAS _ _� 50' EASEMENT NATURAL GAS PIPELINE' Qf Mi , � 1833+00 GAS GAS GAS GAS cns = _ b ,. ll,�z 1834 ee �= pp--�-_ GAs�c� \ -�_ / O\ 1830+00 PI < 10°00'00" RT. cq _ - cns GAS 3s `.� PROPOSED 15' �i 183Sxs - _ GAS M%e�\\ o U o J ^ i - �— _ _ Al \ �et�_ \sa^w� a \ re, - - - PERMANENT EASEMENT m 0 % ]� - GAS cAS __ I-1771--__ M/b \fie!\ �� \ I I _ — S� a XXXX �� C9 X� meg\ Z O \ Q �� a�. 7�� x I 71'x 35'ADDITIONALPROPOSEDZe\\PORARY qQ_ 5460 _6�9\;PERMANENTEASEMENTWORI CEs X \Pk Ce p \ \ + 3 Z T� \ PL iVI �?ps a C9 . � Q �/ \ co P� \� ` ��' SR r ac�RGM/� ud C/L PRO D LINE 434 30" �� \ 3 I Q NATURAL G IPELINE 00 1838+63 PI <44°30'31" LT. XXXX � � �, M,�y �M a 90' TEMPORARY �� 3 GAS \� >---- �`. pt \ ... i� �� xQo GAS�GPS II �b r WORK SPACE %` EXIST. LINE 175 20" a M �d \. \XIST. PIPELINE 70' EASEMENT \ \ NATURAL GAS PIPELINE �18 pQ P' \ pt M� � 23t d ., �. � \ �' pt GAS GAS GAS GAGAS GAS-+--- GAS GAS — GAS GAS — — GAS — GAS GAS — GAS — GAS — GAS — GAS — GAS P` 1// 150'x 'ADDITIONAL % \ WaB 85' TEMPORARY { - 90' TEMPORARY q , ra TEMPOR Y Pm \\ pt WORK SPACE WORK SPACE WORK SPA C i pt _ 4 (� 2 /� \ / \ P �� N / 90°00'00" LT. 54 0 \ a WETLAND WB1 � t 1837+60 PI < � \ p� a 1822+40 PI < 10°00'00" LT.P� 7 WETLAND RPWB1 , t \ P4 M4V6,\ EXIST. PIPELINE 70' EASEMENT Pg - \ \ P< - - p< \ P� a \ 1824+10 PI < 70°45'56" LT. Mid \ P I \ o r J Iy *�*' ■ _ WETLAND PROPOSED _ _ EXISTING OVERHEAD a • '� —�-� oe oe BOUNDARY STREAM PIPELINE EASEMENT RIGHT-OF-WAY ELECTRIC -� -�- TELEPHONE THE PIPELINE INFORMATION SHOWN ON THIS DRAWING IS A COMPILATION / WETLAND (PFO) SOILS GAS EXISTING - PL PL- PROPERTY LINE X FENCE W WATER LINE ---- uN ---- uN- TV OF DATA OBTAINED FROM DRAWINGS - - - _ PIPELINE FROM VARIOUS SOURCES. AECOM :• PERMANENT �- PERMANENT �____TB_----vo----vo- FIBREOPTIC CONVERSION DOES NOT GUARANTEE THE _+ ti 1 WETLAND (PEM) CONTOURS - ACCESS ROAD ---- TOP BANK ACCURACY OR COMPLETENESS OF 182, i EASEMENT `, IMPACT THE INFORMATION SHOWN. IT IS THELIMITS OF TEMPORARY ACCESS ROAD WETLAND (PSS) - - - - -----ee---- BB- BOTTOM BANK ---- ss---- ss- SAN SEWER TEMPORARY CONTRACTOR'S RESPONSIBILITY TO _ • DISTURBANCE WORKSPACE EDGE CLEARING LOCATE AND/OR CONFIRM THE I _ }� ADDITIONAL TEMP _ _ ACCESS ROAD _ IMPACT i POND STORM EWER LOCATIONS OF ALL UTILITIES AND i WETLAND (POW) O DITCH S O S r WORKSPACE EASEMENT PIPELINES PRIOR TO EXCAVATION. 0 0 N 1822+00 1824+00 1825+00 1826+00 1827+00 1828+00 1829+00 1830+00 1831+00 1832+00 1833+00 1834+00 1835+00 1836+00 1837+00 1838+00 1839+00 O u 260' 260' Iii o U 240' 240' CD U7 J Q H Z O 220' 220' N 0 C/L PROSPECT RD NATURAL GROUND EXIST. PIPELINE w U- 200' DITCH DITCH 200' w U- 0 b 3'-6" MIN. COVER O 00 180' VI 180' � L - - - - J 5' MIN. COVER 5' MIN. COVER 5' MIN. COVER PROPOSED T.O.P. LINE 434 30" 2' MIN. CLR. J160' NATURAL GAS PIPELINE 160' PROPOSED BORE @ PROSPECT RD b v (SEE REF. DWG. PNG-C-434-0001052) co 140' 140' U > 120' 120' 0 MATERIAL o o+ 383' 100' 1191' 1825+83 1826+83 + CONST. METHOD N 1 2 1 CM1 BORE CM1 CM4 CM1 co CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 81 OF 81 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR PERMIT LL AE CB AREA CODE - DATE INITIALS N/A N/A REGIONAL DWG DATE 06/20/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER WOUS PLAN STA. 1822+00 TO STA. 1838+74 DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY LL REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RO B E S O N COUNTY, NORTH CAROLINA PNG -C-434-0001315 A STATION ID I N/A DATE INITIALS PRINCIPAL PROFESSIOA14LENG/ARCHSTAMP07/07/2017 CB ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER iCOTLAND COU TY, / v / <F�s i I / V 1 I NORTH AROL NA // < I m I / I OFFICE / ' = PIPE YARD i \ / x - - / --- -LOCATION 1, ,' MAP p w SCALE- N.T.S. LL r + I — AuB I i i r / li i i CONSTRUCTIO ENTRANCE 787' SEE DETAIL) JoA i �0 Ud A N 7y \ ��— 1159' 1 O' ��, A/ O) 11111ZUCTION / ENTRANCE — W CSA ) AIRPORT ROAD / / ��, i / / / m (2) 20'x 15' / FUELING AREA — — LIMITS OF DISTURBANCE__ — — / -------------- ------ _----------------- , / \ ----- �� SEE NOTE 3 _ ---- -- -- PFPECINE STOCKPILE (FOR DETAIL, SEE REF. DWG. NO. PNG--43 -- C— -- �\ LL O _ W / L:I / 20' ACCESS ROAD - �c — _ — 9p \ IPELINE STOCKPILE 266' / / _- — — PIPELINE STOCKPILE / PLACE SAND ON TARMAC W FOR STOCKPILE I ' 1110' / I i PIPELINE STOCKPILE 339' TSO \ \ \ \ J — (3)60'x20' i — — — — CONSTRUCTION - / / H — — TRAILERS / / N � � 1 I 14.50 ACRES / Z PIPELIN STOCKPILE 406' 2 - - - __ 300' x 100' — PARKING AREA ' EROSION EELS I LL, PIPELINE'STOCKPILE 458' �? i SEE NOTE 2 FOR DETAIL, SEE REF DWG. , — — / NO. PNG-C-434-0001341)- = LIMITS OF DISTURBANCE / 20' ACCESS ROAD 2219 i SILT FENCE (3 or 4 COARSE GRAVEL) I MAXTON AIRPORT ROAD PIPE YARD I ' IVIV �� \ NOTES: 1. CONTRACTOR SHALL NOTIFY LOCAL NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) UPON START AND COMPLETION OF DRIVEWAY CONSTRUCTION. 2. ALL COMMERCIAL DRIVES, PAVEMENT STRUCTURE MUST CONSIST OF STABILIZED BASE WITH GEOTEXTILE FABRIC AND AGGREGATE STONE. I 3. ALL CONSTRUCTION OF PROPOSED MATERIAL SHALL BE CONSTRUCTED IN ACCORDANCE I W1TH-NCDOT STANDARD SPECIFICATION FOR CONSTRUCTION AND MAINTENANCE OF i HIGHWA'S,STREETS, AND BRIDGES. \ \ V /4. STOCKPILES-$ITES SHALL BE GRADED TO BE FREE DRAINING WITH A MAXIMUM GRADE OF \ A \ \ \ 1V:100H. UNEVEN GROUND IN STOCKPILE AREAS SHALL BE SMOOTHED TO ± ONE INCH. \ 5. CARE SHALL BE EXERCISED TO ENSURE THAT THE SOIL BEARING STRENGTH IS ADEQUATE TO SUPPORT THE REQUIRED LOADS. IF THE SOIL STRENGTH IS FOUND TO BE INSUFFICIENT, SbtTABLE-MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO EITHER \ INCREASE THE CONTACT AREA OR THE—STRENGTH, / 6. PERMITTED ACTIVITY IS ONLY FOR STOCK PILING OF -,PIPING MATERIAL. GRADING IS LIMITED TO ADDITION OF EARTH BERMS FOR STACKING OF PIPING MATERIAL. \ \ \ 7. ANY AREA DISTURBED AS A RESULT OF EQUIPMENT IS TO BE STABILIZED BY END OF WORK \ A DAY. 8. SHOWN ACCESS ROAD ARE FOR LOGISTICAL PLANNING IPUR-POSES ONLY AND ARE NOT �� V `�, A \ A \ v I 0'100' 200' INTENDED TO BE IMPROVED ROADWAYS. —� \ �, V , I HORIZONTAL SCALE: 1" = 100' MATERIAL CONST. METHOD CLASS IMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-434-0001341 PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 1 OF 1 DWG SCALE AS NOTED Piedmont LINE 434 PIPELINE PROJECT A 08/11/2017 ISSUED FOR REVIEW VT AE ML AREA CODE - DATE N/A NITIALS N/A REGIONAL DWG DATE 08/02/2017 SUPERSEDED ACCOUNT NUMBER - ENGINEER PIPE LAYDOWN YARD DATE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY VT REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. SCOTLAND COUNTY, NORTH CAROLINA PNG —C-434-0001339 A STATION ID N/A DATE INITIALS PRINCIPAL PROFESSIONAL ENGIARCHSTAMP07/07/2017 N/A ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, INC 28210 Rockingham Resource Center, Rockingham, North Carolina g g CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER �I of 12' SQ. STEP 1 ARRANGE HAY BALES OVER GEOTEXTILE FABRIC ON LEVEL LAND TIGHTLY PACKED AS SHOWN TO COVER AN AREA APPROXIMATELY 12' x 12' STEP 3 INSTALL SEDIMENT BARRIER, IF REQUIRED BY COMPANY REPRESENTATIVE, AROUND ENTIRE HAY BALE STRUCTURE AS SHOWN. INSTALL ON THE 1. WHERE POSSIBLE STRUCTURE SHALL BE PLACED ON A LEVEL, WELL VEGETF SITE SUCH THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WOR 2. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF DEWAI STRUCTURE IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEF- IN PLACE FOR A PERIOD OF TIME GREATER THAN 48 HOURS AFTER DEWATI OPERATIONS ARE COMPLETE. 3 STRUCTURE SHOULD BE POSITIONED SUCW TWAT ,A/ATPP %A111I NIOT PI rMA/ INITn AVIV WETLANDS OR WATERBODIES. QTPP 7 DEWATERING STRUCTURE TEMPORARY EROSION CONTROL MEASURE DS.1 SCALE: N.T.S. SEDIMENT BARRIER DISCHARGE HOSE 10' (DOWN SLOPE SIDE) (TYP.) SPOIL PILE MIN. SPOIL PILE (TYP-)SPOIL BANK I I (TYP.) ---- ------- -- --- - --- ----------------------------- - - L- - - �- - - - - --- - - ---------------------------------- - -�- I I PUMP (SEE NOTE 5) z = z TRENCH PLUG(TP)(TP) TRENCH PLUG (TP) w M SEE NOTE 9 (SEE NOTE 9) o M L 0 z DIVERSION (SEE NOTE # 7) CD DIVERSION � o (SEE NOTE # 7) - V I I I INTAKE HOSE V, FILTER/SCREEN M J SANDBAGS WITH PLASTIC LINER TO I INSTALL REMOVABLE SEDIMENT FORM UPSTREAM & BARRIER OR DRIVEABLE BERM DOWNSTREAM DAMS ACROSS ROADWAY (SEE NOTE 5) WATERBODY TEMPORARY STREAM CROSSING, (BEC) PER DETAIL --------------------------------------- I ------- - - ---(SEE NOTE #------ AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP umlk SCALE: N.T.S. Y BALES =NT BARRIER NG REBAR �_.. _....._ ..... _.kCH OF THE OUTER HAY BALES. (STAKES NOT SHOWN FOR CLARITY PURPOSES) NOTES: 1. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT-OF-WAY 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE WATERBODY CROSSING UNTIL THE WATERBODY CROSSING IS INSTALLED AND BACKFILLED. 3. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (BEC). 4. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION. 5. IMPLEMENTATION OF THE DAM -AND -PUMP CROSSING METHOD MUST MEET THE FOLLOWING PERFORMANCE CRITERIA: (A) USE SUFFICIENT PUMPS, INCLUDING ON-SITE BACKUP PUMPS, TO MAINTAIN DOWNSTREAM FLOWS. (B) CONSTRUCT DAMS WITH MATERIALS THAT PREVENT SEDIMENT AND OTHER POLLUTANTS FROM ENTERING THE WATERBODY (E.G., SANDBAGS OR CLEAN GRAVEL WITH PLASTIC LINER). (C) SCREEN PUMP INTAKES; (D) PREVENT STREAMBED SCOUR AT PUMP DISCHARGE. (E) MONITOR THE DAM AND PUMPS TO ENSURE PROPER OPERATION THROUGHOUT THE WATERBODY CROSSING. 6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY. 7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY. 8. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY. 9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERBODY. 10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT-OF-WAY ADJACENT TO WATERBODY UNTIL STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE. DAM AND PUMP CROSSING TEMPORARY EROSION CONTROL MEASURE vrn SCALE: N.T.S. k Z �� vv""�vPIPE VSHALL VBE WELDED CL DIVERSION TRENCH SURFACE RUNOFF 1 1 1 s� r ,11)>> LIMITS OF CONSTRUCTION DISTURBANCE PLAN MIN. MIN. COMPACTED EARTH RIDGE GRADED RIGHT-OF-WAY TEMPORARY AND PERMANENT DIVERSION TERRACES PERCENT OF LAND SLOPE SPACING (IN FEET) 15 - 25% 50 10 - 15% 80 6 - 10% 125 3 - 6% 200 <3% 300 3:1 OR FLATTER SLOPE 3:1 OR FLATTER SLOPES SECTION A - A 18" MIN. INSTALL GEOTEXTILE FABRIC COMPLETELY BENEATH ENTIRE DEWATERING STRUCTURE AS SHOWN TO PREVENT SCOURING NOTES 1. DURING CONSTRUCTION, DIVERSION TERRACES SHALL BE PREPARED AT THE END OF EACH WORK DAY. 2. WHERE SLOPE OF CONSTRUCTION AREA EXCEEDS THAT FOR SAFE INSTALLATION, TERRACES SHALL BE INSTALLED AT BASE OF SLOPE ONLY. 3. AFTER EARTH DISTURBING WORK HAS BEGUN, DIVERSION TERRACES SHALL BE INSTALLED AS SOON AS IS PRACTICABLE AT THE SPACING SHOWN IN THE ABOVE TABLE OR AS SHOWN ON THE DRAWINGS. 4. TEMPORARY AND PERMANENT DIVERSION TERRACES ARE REQUIRED AT ALL WATERBODY CROSSINGS AND UPSLOPE FROM ALL WETLAND BOUNDARIES. 5. THE DIVERSION TERRACE OUTLET SHALL BE LOCATED WHERE RUNOFF WILL BY RELEASED ONTO AN EXISTING WELL -VEGETATED AREA. IN THE ABSENCE OF A WELL -VEGETATED AREA, AN OUTLET STRUCTURE (OSI) MUST BE INSTALLED AT THE DIVERSION TERRACE OUTLET. 6. PERMANENT DIVERSION TERRACES SHALL BE REVEGETATED WITH THE RIGHT OF WAY STABILIZATION. CHANNEL LINERS MAY BE REQUIRED FOR VELOCITIES GRATER THAN 2.5 GPS. DIVERSION TERRACE (WATERBAR) DV TEMPORARY AND PERMANENT EROSION CONTROL MEASURE SCALE: N.T.S. 2 LAYERS OF 2' x 2' x 4' SECURELY TIED BALES OF HAY OR STRAW NATURAL GRADI INSTALL A LAYER OF "HIGI EFFICIENCY 865 AIR FILTEF MEDIA" BETWEEN ROWS OF HAY OR STRAW BALES. ^" x 2" WOODEN STAKE -YP.) SECTION CHICKEN WIRE FENCE SECURED TO 2" x 2" WOODEN POSTS. WIRE TO EXTEND BENEATH BALES. NOTE STAKES SECURING "HIGH EFFICIENCY 865 AIR FILTER MEDIA" AND CHICKEN WIRE FENCE ARE NOT SHOWN FOR CLARITY PURPOSES. NOTES 1. STRUCTURE SHALL BE PLACED ON A LEVEL WELL VEGETATED SITE SUCH THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WORK AREAS. 2. FLOW RATES THROUGH DISCHARGE AND DIVERTOR PIPES SHALL BE SUCH THAT STRUCTURE WILL NOT OVERFLOW. 3. WHERE CONDITIONS WARRANT A 30' x 30' RECTANGULAR STRUCTURE MAY BE SUBSTITUTED FOR THE CIRCULAR CONFIGURATION SHOWN. 4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY BE VARIED DEPENDING UPON SPECIFIC LOCATION. 5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF DEWATERING STRUCTURE IMMEDIATELY UPON COMPLETION OF DEWATERING OPERATIONS. UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEFT IN PLACE FOR A PERIOD OF TIME GREATER THAN 48 HOURS AFTER DEWATERING OPERATIONS ARE COMPLETE. 6. "HIGH EFFICIENCY 865 AIR FILTER MEDIA" CAN BE PURCHASED FROM THE FOLLOWING: UNITED AIR FILTER COMPANY 1000 WEST PALMER STREET CHARLOTTE, NORTH CAROLINA 28234 (704) 334-5311 HYDROSTATIC DEWATERING STRUCTURE DS.2 TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. NOTES 1. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS. WATER SHALL BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE. 2. PUMP SHALL BE CONTROLLED SO THAT DISCHARGE DOES NOT OVERFLOW DEWATERING STRUCTURE. 3. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO COME IN CONTACT WITH TRENCH BOTTOM. PROVISIONS MUST BE MADE TO ELEVATE THE SUCTION HOSE TO AT LEAST ONE FOOT ABOVE THE BOTTOM OF THE PIPE TRENCH UNTIL BOTTOM DEWATERING IS NECESSARY. 4. DEWATERING SHALL NOT OCCUR DURING TIMES OF HEAVY RAINFALL EXCEPT AS REQUIRED TO PREVENT FLOODING OF CONSTRUCTION EQUIPMENT LOCATED IN BORE PITS AND TRENCHES. 5. PUMPS UTILIZED DURING DEWATERING SHALL BE PLACED WITHIN SECONDARY CONTAINMENT IF POSITIONED WITHIN 100 FEET OF A WETLAND OR WATERBODY. TRENCH DEWATERING TEMPORARY EROSION CONTROL MEASURE TD SCALE: N.T.S. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 108/30/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION APPROVALS LBT AE CP AREA CODE DATE SIGNATURE INITIALS ACCOUNT NUMBER N/A N/A PROJECT NUMBER 2340067 DATE SIGNATURE / INITIALS DRAWING BY LBT N/A N/A STATION ID I N/A DATE SIGNATURE / INITIALS CHECKER INITIALS CP 08/30/2017 CP REGIONAL MAGNINENGINEER Piedmont MGR TECH U&IM111111REC &STD Natural Gas PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE ENGINEER CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT SOIL EROSION CONTROL DETAILS RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) I DWG SCALE AS NOTED DWG DATE 08/11/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001340 A PIPELINE / RESOURCE CENTER / LINE NUMBER �I MI o� i_ 1-11\ - .r,-- --- ...- 5 �Irr./ SECTION A -A PIPE SIZE "A" NO. CIRCUMFERENCE OF (INCH) OF ROWS FINISHED LOOP (INCH) 30" 3 98 AYER OF TUFF-N-NUFF ;KSHIELD (OPTIONAL) RTH OR SAND BERM 20 MILS OF BLACK PLASTIC NOTES: 1. ROPE SPACING SHALL BE A MAXIMUM OF 6.0 FEET FROM THE PIPE ENDS AND A MAXIMUM OF 6.0 FEET FROM GIRTH WELDS. 2. THE INTERVALS BETWEEN RINGS SHALL BE 10 FEET MINIMUM, AND 25 FEET MAXIMUM WITH A MINIMUM OF FOUR LOOPS SPACED OVER A STANDARD DOUBLE JOINT. LENGTH (40 FEET). THE INTERVALS MUST BE ADJUSTED AS REQUIRED TO ENSURE THERE IS NO PIPE CONTACT. 3. ROPE ENDS SHALL BE FUSED WITH A BLOW TORCH PRIOR TO SLIPPING THE LOOP OVER PIPE. 4. THE USE OF ALTERNATIVE METHODS FOR STOCKPILING PIPE AND/OR OTHER MATERIAL FOR PREVENTING PIPE TO PIPE CONTACT SHALL REQUIRE THE APPROVAL OF THE COMPANY. 5. EARTH BERMS SHALL HAVE THEIR CONTACT SURFACES COVERED WITH 20 MILS OF BLACK PLASTIC TO PROTECT THE COATING. TUFF-N-NUFF ROCKSHIELD IS OPTIONAL AND CAN BE ADDED AS ADDITIONAL PROTECTION. 6. EARTH BERMS SHALL BE DRY, FORMED OF CLEAN EARTH, AND FREE OF ROCK, FROZEN LUMPS OR OTHER HARD OBJECTS AND/OR CONTAMINANTS THAT MIGHT DAMAGE THE PIPE OR COATING. CARE SHALL BE USED TO PREVENT PIPE FROM ROLLING OUT OR SHIFTING WITHIN THE STOCKPIPE. 7. HAIR PIN CLIPS SHALL BE USED TO PREVENT PIPE FROM ROLLING OUT OR SHIFTING WITHIN THE STOCKPILE. INSIDE SURFACE OF PINS SHALL BE SMOOTH, FREE OF SHARP EDGES AND NON-ABRASIVE. 8. BERMS SHALL BE FORMED TO ALLOW SLIGHT SLOPE TO ASSURE DRAINAGE OF WATER FROM PIPE INTERIOR EXISTING GROUN PIPELINE STOCKPILE EARTHEN BERM EB SCALE: N.T.S. MIN. 12" DIAMETER WATTLE FLOC PPORT STAKE NOTES: 1. USE MINIMUM 12 IN. NOMINAL DIAMETER EXCELSIOR WATTLE. 2. WATTLES SHALL CONSIST OF 100% CURLED WOOD (EXCELSIOR) FIBERS TOTALLY ENCASED IN SYNTHETIC NETTING WITH OPENINGS OF 1 IN. BY 1 IN. MINIMUM DRY DENSITY SHALL BE 2.5 LBS./CU.FT. MINIMUM WEIGHT SHOULD BE 20 LBS/10FT. LENGTH. 3. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. 4. DO NOT PLACE WATTLES ON TOE OF SLOPE. 5. USE 48 IN. LONG HARDWOOD WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONE END MUST BE SHARPENED OR BEVELED TO FACILITATE DRIVING INTO SOIL. 6. STAKES SHOULD BE INSTALLED EVERY 4 FEET (MIN.). WATTLE -COIR LOG (PERIMETER CONTROL AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP SCALE: N.T.S. NOTES 1. AGGREGATE SIZE - USE 2-3 INCH WASHED STONE (SURGE STONE OR RAILROAD BALLAST). 2. GRAVEL PAD THICKNESS - 6 INCHES MINIMUM. 3. WIDTH - 14/20 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER. 4. LENGTH - 50 FT. MINIMUM. 5. STABILIZED ENTRANCE SHALL BE INSTALLED WHERE EQUIPMENT ENTERS AND EXITS CONSTRUCTION SITES ONTO PAVED ROADWAY OR OTHER IMPROVED SURFACE. 6. LOCATION - INSTALL CONSTRUCTION ENTRANCES AT LOCATIONS SHOWN ON THESE PLANS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS REQUIRED FOR STAGING AND/OR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL ACCEPTANCE. 7. THE ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION IN A CONDITION WHICH WILL MINIMIZE TRACKING OF SEDIMENT ONTO A PUBLIC ROADWAY. 8. ALL SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING OR SCRAPING. 9. TOP SOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND STONE. 10. WHERE DRAINAGE DITCH EXISTS, CONTRACTOR SHALL PROVIDE AND INSTALL A FLUME PIPE IN ORDER TO PREVENT IMPEDEMENT OF WATER FLOW. 11. THE CONSTRUCTION ENTRANCE SHALL BE REMOVED AND AREA RESTORED AS PART OF FINAL GRADING AND CLEAN UP. REMOVAL IS NOT CONTINGENT UPON ESTABLISHMENT OF PERMANENT VEGETATION. 12. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE TOPDRESSING WITH 2 -INCH STONE. 13. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. L TEMP. CULVERT (IF REQUIRED) EXISTING ROADWAY w 01 Of 0 Q w ?� U o a Q LL 0 U) c� o Z F:> cn 0 w ki R.O.W. LIMITS EXISTING DRAINAGE DITCH BERM TO DIVERT RUNOFF UPSLOPE OF SEDIMENT BARRIER 2" - 3" WASHED STONE (SURGE STONE OR 25' R. RAILROAD BALLAST) (TYP. ) GEOTEXTILE FABRIC "?X_oo-33midi3T S a 9 W.gMp BERM CONSTRUCTION ENTRANCE CE TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. 50 FT PLAN GEOTEXTILE FABRIC SECTION 'A -A' PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 108/30/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION APPROVALS LBT AE CP AREA CODE DATE SIGNATURE INITIALS ACCOUNT NUMBER N/A N/A PROJECT NUMBER 2340067 DATE SIGNATURE / INITIALS DRAWING BY LBT N/A N/A STATION ID I N/A DATE SIGNATURE / INITIALS CHECKER INITIALS CP 08/30/2017 CP REGIONAL MAGNINENGINEER Piedmont MGR TECH REC &STD 141MI Natural G PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE ENGINEER CHARLOTTE, NC 28210 1►>1I1101 -.04- GRADE �+ SEE NOTE 5 LINE 434 PIPELINE PROJECT SOIL EROSION CONTROL DETAILS RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) I DWG SCALE AS NOTED DWG DATE 08/11/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001341 A PIPELINE / RESOURCE CENTER / LINE NUMBER SEDIMEI BE TF /-- 1.33 LB./LINER FOOT STEEL POST (TYP.) SEDIMENT BARRIER (ASTM D 6461) SURFACE RUNOFF 1 1 1 > DIVERSION TERRACE s� ADD LOGS AS NECESSARY S�OPEMPx 2q \ i \ LIMITS OF CONSTRUCTION DISTURBANCE FLOWT DATE UNDISTURBED GROUND BY CHK APPD I DESCRIPTION $ APPROVALS o;;� Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICECHARLOTTE, NC0NT 282100W DRIVE END OF SEDIMENT BARRIER 08/30/2017 ISSUED FOR PERMIT SEDIMENT BARRIER SHALL BE TRENCHED INTO AE CP AREA CODE sem" DATE NIA SIGNATURE INITIALS N/A REGIONAL ENGINEER TIE ENDS OF FLOW 4'-0" SEDIMENT BARRIER SOIL (SEE DETAIL) PROJECT NUMBER MIN. TOGETHER SIGNATURE INITIALS N/A MGR TECH REC & STD I' I' I' I' I' I' I' I' I'1' COMPACTED DRAWING BY LBT 111111111111111 11111111111111111111111 II"I'�II�II BACKFILL FLOW STATION ID I N/A DATE 08/30/2017 SIGNATURE INITIALS CP PRINCIPAL ENGINEER CHECKER INITIALS CP 4,Li Li1111111 11111111111111 MIN. 11111111111111111111111 POST 1111111 11111111111111 TRENCH DETAIL (TYP.) 00 a 6' MAX. !-a BEGINNING OF SEDIMENT BARRIER OVERLAP DETAIL NOTES 1. SEDIMENT BARRIER SHALL BE INSTALLED TO FILTER SEDIMENT FROM SURFACE RUNOFF. 2. INSTALLATIONS SHALL BE PERIODICALLY INSPECTED WEEKLY AND AFTER EACH RAINFALL. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. THE SEDIMENT SHALL BE REMOVED WHEN IT REACHES 0.5 FEET IN HEIGHT AT SEDIMENT BARRIER. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4. SEDIMENT BARRIER SHALL BE LEFT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 5. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. 6. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE SEDIMENT BARRIER SHALL BE TURNED AND EXTENDED UPSLOPE. 7. SEDIMENT BARRIER SHALL BE CONSTRUCTED A SYNTHETIC FILTER FABRIC OF A LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USEABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120' F. 8. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SEDIMENT BARRIER TEMPORARY EROSION CONTROL MEASURE S B SCALE: N.T.S. of E-1 AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP SEDIMENT BARRIER (AMOCO CEF-2019) OR COMPANY APPROVED EQUAL COMPACTED BACKFILL RUNOFF TOE ANCHOR TRENCH TRENCH DETAIL NOTES RRIER TO BE INSTALLED FLUSH TO DIVERSION TERRACE TOP OF BERM STANDARD SEDIMENT BARRIER I II II II II IIII FIBRIOUS COIR LOGS POST FIBROUS COIR LOGS RUNOFF H SECTION A—A 1. COIR LOG FILTER OUTLETS SHALL BE PLACED ALONG SEDIMENT BARRIERS AS INDICATED ON THE PLAN, AS WELL AS WHERE DEEMED NECESSARY BASED ON FIELD OBSERVATIONS. 2. THE FIBROUS COIR LOG SHALL BE REPLACED WITH A NEW COIR LOG WHEN THE ACCUMULATION OF SEDIMENT IS SUCH THAT THE COIR FILTER OUTLET CANNOT EFFECTIVELY FILTER DISCHARGE WATER. 3. ONCE THE DISTURBED AREA IS STABILIZED, THE COIR FILTER OUTLET SHALL BE REMOVED AND ANY DISTURBED AREAS CAUSED BY THE REMOVAL SHALL BE RETURNED TO ORIGINAL CONDITION AND REVEGETATED . COIR FILTER OUTLET cFo SCALE: N.T.S. COIR FIBER COIR FIBER WATTLE DETAIL SLOPE NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. EDGE OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. ISOMETRIC VIEW 2'(MAX.) 2' UPSLOPE STAKE NATURAL GROUND MATTING---/ � STAKE NSLOPE CROSS SECTION VEE DITCH 2 IN 2' UPSLOPE [STA VL NATURAL GROUND MATTING STEEL POST WIRE FENCING (IF APPLICABLE) 4 WOVEN FILTER FABRIC CROSS SECTION TRAPEZOIDAL DITCH 2' DOWNSLOPE STAKE FLOW - COIR FIBER WATTLE INSET A INSET B TEMPORARY EROSION CONTROL MEASUR SCALE: N.T.S. 4' MAX. WASHED STONE (NCDOT #5 OR #57) HARDWARE CLOTH BETWEEN POSTS AND COVERED BY STONE GENERAL NOTES: 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES. 2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO BE SAME AS STD. #30.09 ( 19 GAUGE, 1/4" SPACING)_ 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE DIRECTION OF THE INSPECTOR_ TOP VIEW STEEL POST HARDWARE CLOTH WASHED STONE (NCDOT #5 OR #57) MAINTENANCE NOTES: 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED OR REMOVED IT. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. SEDIMENT FENCE OUTLET sFo TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICECHARLOTTE, NC0NT 282100W DRIVE A 08/30/2017 ISSUED FOR PERMIT LBT AE CP AREA CODE DATE NIA SIGNATURE INITIALS N/A REGIONAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER 2340067 DATE N/A SIGNATURE INITIALS N/A MGR TECH REC & STD DRAWING BY LBT STATION ID I N/A DATE 08/30/2017 SIGNATURE INITIALS CP PRINCIPAL ENGINEER CHECKER INITIALS CP LINE 434 PIPELINE PROJECT SHEET(S) I DWG SCALE AS NOTED DWG DATE 08/11/2017 SUPERSEDED SOIL EROSION CONTROL DETAILS DRAWING NUMBER REVISION RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA PNG -C-434-0001342 A Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina PIPELINE / RESOURCE CENTER / LINE NUMBER o� 1 AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP do ±54" SMALL BAG ±120" affilmmummm FULL SIZE BAG NOTE: ALL EROSION EELS'" USED FOR PERIMETER CONTROL SHALL USE MIXTURE SPECIFICATIONS 1.1 AND 1.2. NOTE: MINIMIZE THE PLACEMENT OF JOINTS AT THE INVERT OF THE MAIN DRAINAGE PATH FROM THE WATERSHED. POSITION JOINTS UPSLOPE OF THE MAIN INVERT AREA EROSION EELS" LAY EACH EEL AT JOINT LOCATION OVER FIBER MESH "CRADLE" (SEE "FIBER MESH CRADLE" DETAIL E1—G). BUTT ENDS OF MAIN LINE OF EELS TOGETHER. PLACE SECOND EEL UPSLOPE OF JOINT AS SHOWN AND BUTT AGAINST LOWER EELS. EXTEND FIBER MESH UP BETWEEN INTERFACE OF EELS. DETAIL E1—A: EROSION EELS' N.T.S. UPSLOPE FLOW 1 N EEL"" DOWNSLOPE E1 -C SHEET FLOW 1 1 1 MIN, 12" OVERLAP EROSION EEL'm INSTALL EROSION EELSTM PARALLEL TO THE SLOPE CONTOURS. PLACE 100 ft. (11 FULL SIZE 10' EELS) OF EROSION EELS TM FOR EVERY 0.25 ACRE DISTURBED AREA. EROSION EELTM SHINGLE OVERLAP RELATIVE TO SLOPE AS SHOWN. COMPRESS TIGHTLY TOGETHER VIA MANUAL OR MAN UFACTU RER--APPROVED MECHANICAL MEANS. DETAIL £1-B: INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH - PLAN VIEW SHINGLED OVERLAPS - TYPICAL FOR EELS USED AS DIVERSION BERMS TO DIRECT FLOW. TIGHTLY COMPRESS EELS TOGETHER AT OVERLAP. DETAIL E1 -E: PLAN VIEW - OVERL.AP/JOINT DETAIL NEAR DISCHARGE POINTS FROM WATERSHED N.T.S. ROW EROSION EEL'" /-FIBER MESH CRADLE UNDER EROSION EROSION EEL!' (SEE DETAIL E1 -G). DETAIL E1 -I: SECTION N.T.S. EROSION EELTM FIBER MESH CRADLE UNDER EROSION EEL!" (SEE DETAIL E1 -G). DETAIL E1 -J: SECTION N.T.S. TIGHTLY COMPRESS EELS TOGETHER AT OVERLAP. - MAIN DRAINAGE/DISCHARGE PATH FROM WATERSHED— STEP ATERSHED— STEP 1 SLOPE U 004 J J SLOPE F,dl� �r L -SHINGLED OVERLAP TIGHTLY COMPRESS EELS TOGETHER AT OVERLAP. REFER TO JOINT/OVERLAP DETAIL E1 -E. DETAIL E1 -F: PLAN VIEW - TYPICAL ARRANGEMENT OF EELS USED FOR PERIMETER CONTROL N.T.S. STEP 2 PRIMARY EEL FLOW PLACE EROSION EEL'" NEAR THE INTENDED SETUP LOCATION. PLACE FIBER MESH CRADLE (DETAIL E1 -G). BACKUP BUTTRESS EEL (OPTIONAL) -FIBER MESH MOVE TFIE EEL OVER THE MESH AREA. PLACE A SECOND EEL ADJACENT TO THE INITIAL EEL LOCATION (DOWNSLOPE) TO PROVIDE ADDITIONAL WEIGHT AS A BUTTRESS (OPTIONAL). DETAIL E1 -K: STABILIZING PROCEDURE FOR EROSION EEL PLACED OVER HARD SURFACE (PAVED. ROCK. ETC.) PLACE EEL ON GROUND SURFACE THAT HAS BEEN PREPARED BY REMOVING LARGE DEBRIS AND RAKING (OR DRAG HARROWING) SURFACE PRIOR TO EEL PLACEMENT (SEE DETAIL E1 -D). 5y F�nEEr DETAIL E1—C: INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH — PLAN VIEW EL"" INSTALL FIBER MESH "CRADLE" AT MAIN DISCHARGE LOCATIONS FOR SHEET FLOW WATERSHED (SEE DETAIL E1—G). (OR OTHER MAN UFACTURER—AP PROVED FIBER MESH) FOLD MESH ON BOTH UPPER AND LOWER EDGES. TUCK MESH AGAINST BOTH SIDES OF EEL TO CREATE A JUTE "CRADLE" DETAIL E1 -G: SECTION - FIBER MESH "CRADLE" N.T.S. Spacing Recommendations for the Erosion EeITM for Perimeter Controls and Intercepting Sheet Flow on Slopes slope(%) *Stacked single eel Dual eel spacing (ft) spacing (ft) 0.5 300 NIA 1 200 NIA 2 160 NIA 3 80 NIA 4 50 NIA 5 40 NIA 6 35 NIA 8 30 NIA 10 25 NIA 15 17 NIA 20 12 25 25 7 15 33 NIA 10 50 N/A 6 * DUAL STACK REFERS TO TWO EELS STACKED ATOP ONE ANOTHER AND STABILIZED WITH T -POSTS. SEE DETAIL E2 -E ON SHEET E-2. EROSION EEL EE EROSION CONTROL MEASURE SCALE: N.T.S. INSTALLATION OVER RILL/GULLEY AREAS EXISTING RILL OR GULLY GRADE LOCATION HAND OR MACHINE—EXCAVATE NEW SLOPE TO JUST BELOW THE RILL/GULLY DEPTH. RAKE SOIL SURFACE (BY HAND OR USE OF DRAG HARROW) TO PROVIDE EVEN AND COMPACTED SURFACE FOR EEL CONTACT. r t DETAIL E1—D: CROSS—SECTION VIEW N.T.S. E1—I E1-1 PLAN VIEW DETAIL E1 -H: EROSION EELT" PLACED AT EDGE OF ROADWAY RIGHT-OF-WAY N.T.S. EROSION EEL"" DISTURBED AREA BACK OF CURB LIP OF GUTTER GENERAL NOTESi ',EROSION EELS'°' USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.1 OR 1.2. a. MIXTURE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER AND 50% WOOD CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/-- 3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP 9-03. b. MIXTURE SPECIFICATION 1.2. A FILTER MIXTURE COMPRISED OF 113 SHREDDED RUBBER, 1/3 WOOD CHIPS, AND 1/3 RECYCLED SYNTHETIC FIBERS. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE S1ZE OF +/— 3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOODTREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP 9-03. THE SYNTHETIC FIBERS SHALL BE PRODUCED FROM RECYCLED, MANUFACTURED MATERIALS, SUCH AS, BUT NOT LIMITED TO, PRE—CONSUMER SCRAP CARPET, TIRE CHORD, AND TIRE FIBER MATERIALS. 2.EROSiON EELS^' SHALL BE MANUFACTURED FROM A WOVEN GEDTEXTILE COVERING WITH INTERIOR FILTER MATERIALS SUCH AS 100% SHREDDED RUBBER (MIXTURE SPECIFICATION 1.0, 50% SHREDDED RUBBER/50% AASHTO—CERTIFIED WOOD CHIPS (MIXTURE SPECIFICATION 1.1), OR 1/3 SHREDDED RUBBER:1/3 AASHTO—CERTIFIED WOOD CHIPSA/3 RECYCLED SYNTHETIC FIBERS (MIXTURE SPECIFICATION 1.2). 3.LENGTHS OF EROSION EELS"" SHALL BE EITHER A NOMINAL +/-10 FT. OR +/— 4.5 FT. NOMINAL DIAMETER SHALL BE +/-9.5 INCHES. 4. EROSION EELS*' CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET FLOW AND PROVIDE REMOVAL OF SEDIMENT FROM THE RUNOFF. S.EROSION EELS* SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY DISTURBED SOIL AREA. E. NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS'" /.PREPARE BED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS, AND WOODY VEGETATION. EROSION EELS^' CAN ALSO BE PLACED OVER PAVED SURFACES INCLUDING CONCRETE AND ASPHALT WITH NO SURFACE PREPARATION REQUIRED. B. RAKE BED AREA WITH A HAND RAKE OR BY DRAG HARROW. 9.DO NOT PLACE EEL DIRECTLY OVER RILL AND GULLIES UNTIL AREA HAS BEEN HAND—EXCAVATED AND RAKED TO PROVIDE A LEVEL BEADING SURFACE. ALL SURFACES SHALL BE UNIFORMLY COMPACTED FOR MAXIMUM SEATING OF EELS IN PLACE. 10.FOR LOCATIONS WHERE EELS WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS, BED THE EELS IN A JUTE MESH CRADLE PER THE DETAILED DRAWINGS. 11. FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES. 12, IF MORE THAN ONE EROSION EEL"' IS PLACED IN A ROW, THE EELS SHALL BE OVERLAPPED A MINIMUM OF 12 INCHES TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT, COMPRESS THE TWO EELS OF THE OVERLAP TIGHTLY TOGETHER EITHER BY HAND OR MANUFACTURER—APPROVED MECHANIZED MEANS. 13. WHEN USED IN DITCHES AS A CHECK DAM, EROSION EELS101 SHALL BE INSTALLED PER MANUFACTURER'S DETAILS, 14, FOR CHECK DAM APPLICATIONS, EROSION EELS"' SHALL BE PLACED PERPENDICULAR TO THE FLOW OF THE WATER. EROSION EELS"' SHALL CONTINUE UP THE SIDES SLOPES A MINIMUM OF 3 FEET ABOVE THE DESIGN FLOW DEPTH. 15. EROSION EELSTM SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED OR UNTIL THE STORAGE CAPACrrY/FUNCTIONAL LIFE OF THE EEL HAS BEEN EXHAUSTED (REQUIRING REPLACEMENT WITH NEW EELS). 1G. ANCHORING POSTS FOR CHECK CLAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LHS/FT STEEL T—POSTS (5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON STEEL. POSTS SHOULD BE HOT—DiP GALVANIZED OR COATED WITH A WEATHER—RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL ANCHOR PLATE. INSTALL PER DETAILS ON THIS SHEET. 'i. PLACE T—POSTS THROUGH HANDLE OF BAGS, DO NOT DRIVE POSTS THROUGH EROSION EELS�. T—POSTS ARE TO BE EMBEDDED A MINIMUM OF 2 FT INTO GROUND. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICECHARLOTTE, NC0NT 282100W DRIVE A 08/30/2017 ISSUED FOR PERMIT LBT AE CP AREA CODE DATESIGNATURE /INITIALS N/A REGIONAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER 2340067 DATE N/A SIGNATURE INITIALS N/A MGR TECH REC & STD DRAWING BY LBT STATION ID I N/A DATE 08/30/2017 SIGNATURE/INITIALS CP PRINCIPAL ENGINEER CHECKER INITIALS CP LINE 434 PIPELINE PROJECT SHEET(S) DWG SCALE AS NOTED DWG DATE 08/11/2017 SUPERSEDED SOIL EROSION CONTROL DETAILS DRAWING NUMBER REVISION RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA PNG -C-434-0001343 A Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina PIPELINE /RESOURCE CENTER /LINE NUMBER SEDIMENT BARRIER MARKER POST TO BE PLACED IN SEDIMENT BARRIER SIDE RAIL 10(DOWN SLOPE SIDE) (TYP.) FENCE DIRECTLY OVER PIPELINE 10' (DOWN SLOPE SIDE) (TYP.) (TYP. BOTH SIDES III I I I I I IIII ' SPOIL PILE MIN. MIN. SPOIL PILE (TYP.) PILE SPOIL PILE (TYP.) WATERBODY BANK I (TYP.) co = N WATERBODY BANK W x Z (TYP.) N TIMBER o z POST & WIRE SAME I 1 \ / MAT \ _ I I AS EXISTING FENCE \ EQUIPMENT (SEE NOTE 2) _ w= TRENCH PLUG (TP) w Z � SOFT PLUG z FABRIC TILE Z TRENCH PLUG (TP) Ld w 12" MIN. CLEARANCE SOFT PLUG Uj J Z (SEE NOTE 11) I I I I (SEE NOTE 11) 0- F- ro (SEE NOTE # 3) N N 11 I o o I ( , STREAM I DIVERSION PIPELINE % � I SEE NOTE 9 = LJ TOESUPPORT RTS IL TIMBER BRIDGE. N �- o DIVERSION CULVERTS TO PLAN FABRICATED PIPE STRING o (SEENOTE# 9) � (SEE NOTE # 9) CLEAN USNSIST ED PIPE o I � BRACE SPAN DETAIL O � (SEE NOTE # 8) FREE OF DENTS, HOLES AND RUST. - I I (SEE NOTE 3) _ Z BRACING WIRE TO BE 9 GA. MIN., GEOTEXTILE FABRIC TO BE I CONNECTED TO FENCE POST WITH SIDE RAILS PLACED APPROACHES EATH D BRIDGE EXTEND 4' x 4' HORIZONTAL EYE BOLTS (IN.) TOP &BOTTOM. UNDER TIMBER BRIDGE. TREATED TIMBER BRACE EACH DIAGONAL WIRE & HAVE A " =nMBERDGE (�') MIN. TURNBUCKLE FOR TIGHTENING. WATERBODY CD CD TEMPORARY STREAM W X Z TURNBUCKLES CROSSING, (BEC) PER DETAIL ¢ W I (SEE NOTE # 6) 0 INSTALL REMOVABLE SEDIMENT I I BARRIER OR DRIVEABLE BERM ACCROSS ROADWAY o 0 Z 6" DIA. TREATED N N FENCE POST (TYP.) NOTES 1. THIS METHOD APPLIES TO MINOR WATERBODY CROSSINGS THAT ARE DEFINED AS WATERBODIES THAT ARE LESS THAN OR EQUAL TO 10 FEET AT WATERS EDGE AT THE TIME OF CROSSING. 2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT OF WAY. 3. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE WATERBODY CROSSING UNTIL THE WATERBODY IS INSTALLED AND BACKFILLED. 4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE TEMPORARY STREAM CROSSING (BEC). 5. STAGING AREA(S) FOR WATERBODY CROSSING(S), WHEN REQUIRED, SHALL BE LOCATED AT LEAST 50 FEET FROM WATER'S EDGE AND SHALL BE OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION. 6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY 7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY. 8. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY. 9. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERODY. 10. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT-OF-WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE. 11. EXCEPT FOR BLASTING AND OTHER ROCK BREAKING MEASURES, COMPLETE INSTREAM CONSTRUCTION ACTIVITIES (INCLUDING TRENCHING, PIPE INSTALLATION, BACKFILL, AND RESTORATION OF THE STREAM BED CONTOURS) WITHIN 24 HOURS. STREAM BANKS AND UNCONSOLIDATED STREAM BEDS MAY REQUIRE ADDITIONAL RESTORATION AFTER THIS PERIOD. WET MINOR WATERBODY CROSSING MWc TEMPORARY EROSION CONTROL MEASURE (APPLIES TO WATERBODIES 10' WIDE OR LESS AT WATERS EDGE AT TIME OF CROSSING) SCALE: N.T.S. of E-1 AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP 0 4'-0' SCALE: N.T.S. NOTES 1. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL TO RESTORE FENCE TO ORIGINAL CONDITION. 2. POSTS, WIRE AND OTHER MATERIAL SHALL BE SAME AS OR EQUIVALENT MATERIAL TO MATCH EXISTING FENCE. 3. BRACE SPAN TO BE CONSTRUCTED ON EACH SIDE OF PIPELINE RIGHT-OF-WAY, PRIOR TO INITIAL DISMANTLING OF FENCE. 4. ACTUAL DEPTH REQUIRED TO BE SET BY WHAT IS REQUIRED TO ACHIEVE A STABLE SUPPORT POST. 5. UNDER NO CIRCUMSTANCES SHALL FENCE POSTS BE PLACED DIRECTLY OVER COMPANY'S PIPELINES. CONSULT COMPANY AUTHORIZED REPRESENTATIVE FOR LOCATIONS OF FENCE POSTS ADJACENT TO COMPANY PIPELINES. FENCE RESTORATION SCALE: N.T.S. DRY WATERBODY INSTALL REMOVABLE SEDIMENT BARRIER OR DRIVEABLE BERM ACCROSS ROADWAY EQUIPMENT CROSSING (SEE NOTE # 4) NOTES 1. THIS METHOD APPLIES TO WATERBODIES THAT ARE DRY AT THE TIME OF CROSSING. 2. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS SUCH THAT NO HEAVILY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT OF WAY. 3. SOFT PLUGS SHALL BE INSTALLED FOLLOWING EXCAVATION OF MAINLINE DITCH THROUGH THE WATERBODY. 4. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (BEC). 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED DAILY AND REPAIRED IF NECESSARY. 6. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED WITHIN 100 FEET OF WATERBODY. 7. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY. 8. MAINLINE FABRICATED PIPE STRING MAY SPAN DRY WATERBODY CROSSING IN PREPARATION FOR LOWER IN PHASE OF CONSTRUCTION. 9. DRY WATERBODY MAY BE TRENCHED IN SEQUENCE WITH NORMAL TRENCHING OPERATIONS AND PIPE INSTALLED THROUGH DRY WATERBODY CROSSING MAY BE INSTALLED IN CONJUCTION WITH UPSTREAM AND DOWN STREAM PIPE. DRY WATERBODY CROSSING D WC TEMPORARY EROSION CONTROL MEASURE (APPLIES TO WATERBODIES "DRY" AT TIME OF CROSSING) SCALE: N.T.S. PROFILE NOTES 1. TIMBER BRIDGES SHALL BE ADEQUATELY ANCHORED AT BOTH ENDS. 2. PERIODICALLY CHECK BRIDGE INSTALLATION AND REMOVE BUILD-UP OF SEDIMENT OR DEBRIS ON BRIDGE. 3. BRIDGE APPROACHES SHALL BE TIMBER EQUIPMENT MATS. 4. MATERIALS PLACED ALONG STREAM CHANNEL SHALL BE COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENT OF PERMANENT VEGETATION. 5. CULVERTS SHALL BE USED TO SUPPORT THE TIMBER BRIDGE TO PREVENT SETTLEMENT OF THE BRIDGE, IF THE GEOMETRY OF THE STREAM ALLOWS FOR SUCH INSTALLATION. THE TIMBER BRIDGE AND GEOTEXTILE FABRIC SHALL REMAIN ABOVE THE WATER SURFACE ELEVATION AT ALL TIMES. 6. SIDE RAILS SHALL BE INSTALLED ON BOTH SIDES OF THE BRIDGE EQUIPMENT CROSSING IN ORDER TO PREVENT SEDIMENT FROM ENTERING THE WATERBODY. SIDE RAILS TO BE CONSTRUCTED OF PLYWOOD NAILED TO THE OUTER EDGES OF THE TIMBER EQUIPMENT MATS. 7. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE OF THE WATERBODY OR WETLAND BOUNDARIES. BRIDGE EQUIPMENT CROSSING gEC TEMPORARY EROSION CONTROL MEASURE UNLESS OTHERWISE INDICATED ON PLAN, CROSSING SHALL SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED. SCALE: N.T.S. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont Natural G COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT SOIL EROSION CONTROL DETAILS RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina g 9 Y Y SHEET(S) DWG SCALE AS NOTED A 08/30/2017 ISSUED FOR PERMIT LBT AE CP AREA CODE DATE N/A SIGNATURE INITIALS N/A REGIONAL ENGINEER DWG DATE 08/11/2017 SUPERSEDED ACCOUNT NUMBER PROJECT NUMBER 2340067 DATE N/A SIGNATURE INITIALS N/A MGR TECH REC & STD DRAWING NUMBER PNG -C-434-0001344 REVISION A DRAWING BY LBT STATION ID I N/A DATE 08/30/2017 SIGNATURE INITIALS CP PRINCIPAL ENGINEER CHECKER INITIALS CP PIPELINE /RESOURCE CENTER /LINE NUMBER SPOIL PILE (TYP') WATERBODY BANK ��LiiI�,� � _tLL"�� TRENCH PLUG (TP) m (SEE NOTE 10) o- 0 Z 0 U o DIVERSION (SEE NOTE # 8) 0 J SANDBAGS WITH J PLASTIC LINER TO FORM UPSTREAM & DOWNSTREAM DAMS (SEE NOTE 5) WATERBODY - II)-- - - FLUME PIPE FREE OF DENTS WATER LEVEL HOLES AND UST. TEMPORARY STREAM CROSSING, (BEC) PER DETAIL (SEE NOTE # 3) SAND BAG ;K DAMS FLUME PIPE PIPELINE I i EXCAVATED TRENCH SECTION "A -A" r- SAND BAG DAM FLUME PIPE -` 15' MIN. PIPELINE TRENCH PLUG TRENCH PLUG INSTALL REMOVABLE SEDIMENTe-- I I I SECTION "B -B" BARRIER OR DRIVEABLE BERM ACCROSS ROADWAY NOTES 1. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES 5. FLUME CROSSING METHOD REQUIREMENTS INCLUDE: 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVY SILT LADEN WATER ENTERS THE (A) INSTALL FLUME PIPE(S) AFTER BLASTING (IF NECESSARY), BUT BEFORE ANY TRENCHING. REPAIRED IF NECESSARY. WATERBODY OR LEAVES THE CONSTRUCTION RIGHT-OF-WAY. B USE SAND BAG OR SAND BAG AND PLASTIC SHEETING DIVERSION STRUCTURE OR EQUIVALENT TO DEVELOP AN EFFECTIVE SEAL AND TO DIVERT STREAM FLOW THROUGH THE FLUME PIPE 8. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE (SOME MODIFICATIONS TO THE STREAM BOTTOM MAY BE REQUIRED TO ACHIEVE AN EFFECTIVE SEAL). THE WATERBODY. DITCH FROM THE WATERBODY CROSSING UNTIL THE WATERBODY CROSSING IS INSTALLED AND(C) PROPERLY ALIGN FLUME PIPE(S) TO PREVENT BANK EROSION AND STREAMBED SCOUR. BACKFILLED. 9. DO NOT REMOVE FLUME PIPE DURING TRENCHING, PIPE LAYING, OR BACKFILLING ACTIVITIES, 9. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT OR INITIAL STREAM BED RESTORATION EFFORTS. SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY. 3. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED (E) REMOVE ALL FLUME PIPES AND DAMS THAT ARE NOT ALSO PART OF THE EQUIPMENT BRIDGE AS TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS SOON AS FINAL CLEANUP OF THE STREAM BED AND BANK IS COMPLETE. 10. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (BEC). WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED 6. THE FLUME PIPE MUST BE SIZED TO PREVENT IMPEDEMENT OF THE UPSTREAM FLOW AND TO MAINTAIN TRENCH WATER OUT OF THE WATERBODY. 4. STAGING AREA(S) FOR WATERBODY CROSSING(S), OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION ADEQUATE FLOW RATES TO PROTECT AQUATIC LIFE, AND PREVENT THE INTERUPTION OF EXISTING 50 FEET FROM WATERS EDGE AND SHALL BE DOWNSTREAM USES. 11. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT-OF-WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE. FLUME CROSSING X F I n TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. CROSS SECTION SCALE: N.T.S. UPLAND AREA OR NON TYPE III WETLAND a w a 0 z w 0 z N w IL w a O n a EDGE OF WETLAND DITCH SEDIMENT BARRIER (TypJ WORK MATS PLAN VIEW CONSTRUCTION PROCEDURE NOTES: SCALE: N.T.S. 1. FLAG WETLAND BOUNDARIES AND INSTALL WETLAND BOUNDARY SIGNS PRIOR TO CLEARING. 2. NO OVERNIGHT PARKING OR REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN. 3. INSTALL TEMPORARY SLOPE BREAKERS UPSLOPE OF WETLAND BOUNDARIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS. 4. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF WETLAND AND ALONG BOTH WETLAND EDGES. 5. LIMIT PULLING OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER TRENCHLINE. DO NOT GRADE OR REMOVE STUMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT-OF-WAY IN WETLANDS UNLESS THE CHIEF INSPECTOR AND COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RIGHT-OF-WAY. 6. TOPSOIL STRIPPING SHALL NOT BE REQUIRED IN SATURATED SOIL CONDITIONS. 7. UTILIZE AMPHIBIOUS EXCAVATORS (PONTOON MOUNTED BACKHOES) OR TRACKED BACKHOES SUPPORTED BY PREFABRICATED a EQUIPMENT MATS OR FLOATS, TO EXCAVATE TRENCH. IF PREFABRICATED EQUIPMENT MATS ARE USED FOR STABILIZATION, THE BACKHOE SHALL GRADUALLY MOVE ACROSS THE WETLAND BY MOVING THE MATS FROM IMMEDIATELY BEHIND TO IMMEDIATELY IN FRONT OF THE BACKHOE'S PATH. 8. FABRICATE PIPE IN A STAGING AREA OUTSIDE THE TYPE III WETLAND AS INDICATED ON THE CONSTRUCTION DRAWINGS. NO CONCRETE COATING ACTIVITY WITHIN 100 FEET OF WETLAND BOUNDARY, UNLESS APPROVED BY COMPANY ENVIRONMENTAL INSPECTOR. 9. LEAVE HARD PLUGS AT THE EDGE OF TYPE III WETLAND UNTIL JUST PRIOR TO PIPE PLACEMENT. 10. FLOAT PIPE IN PLACE, LOWER -IN, INSTALL TRENCH PLUGS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS, AND BACKFILL. c� a 11. RESTORE GRADE TO NEAR PRE -CONSTRUCTION TOPOGRAPHY AND INSTALL PERMANENT EROSION CONTROL. co 12. REMOVE ANY MATS UTILIZED TO SUPPORT AMPHIBIOUS EQUIPMENT FROM WETLANDS UPON COMPLETION. w 13. WETLANDS CROSSED USING PUSH/PULL METHOD TEND TO BE TOO WET FOR EFFECTIVE SEEDING. HOWEVER, IF THE SITE IS DRY ENOUGH AND IF DIRECTED BY THE ENVIRONMENTAL INSPECTOR, THE RIGHT-OF-WAY SHALL BE SEEDED IN ACCORDANCE WITH DRAWINGS. 0 2 TYPE III "FLOODED WETLAND" 0 INSTALLATION PROCEDURE w SCALE: N.T.S. aJ AECOM North Carolina License # C-2990 C. WC 7 S REMOVABLE SEDIMENT BARRIER (SEE NOTE 1) SEDIMENT BARRIER A/L _x_ (SEE NOTE 4) REMOVABLE SEDIMENT BARRIER (SEE NOTE 1) X111/ SEDIMENT BARRIER (DOWN SLOPE SIDE) (TYP.) RKING SIDE PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 10' MIN. CREEK BANK SPOIL PILE I ------.--------- ---------------- - (TYP.) REVISION(S) DESCRIPTION Il II WATER LEVEL APPD "AA" 1 I I WATER FLOW 'OIL SIDE LINE 434 PIPELINE PROJECT SHEET(S) CREEK BOTTOM A 7 w= Z LBT AE TRENCH PLUG (TP) W W (SEE NOTE 10) a� „BB„ DIVERSION i/ (SEE NOTE # 8) AREA CODE DATE SIGNATURE / INITIALS CREEK BANK II)-- - - FLUME PIPE FREE OF DENTS WATER LEVEL HOLES AND UST. TEMPORARY STREAM CROSSING, (BEC) PER DETAIL (SEE NOTE # 3) SAND BAG ;K DAMS FLUME PIPE PIPELINE I i EXCAVATED TRENCH SECTION "A -A" r- SAND BAG DAM FLUME PIPE -` 15' MIN. PIPELINE TRENCH PLUG TRENCH PLUG INSTALL REMOVABLE SEDIMENTe-- I I I SECTION "B -B" BARRIER OR DRIVEABLE BERM ACCROSS ROADWAY NOTES 1. SEDIMENT BARRIERS SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES 5. FLUME CROSSING METHOD REQUIREMENTS INCLUDE: 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND OF WORK AREAS AND STAGING AREAS SUCH THAT NO HEAVY SILT LADEN WATER ENTERS THE (A) INSTALL FLUME PIPE(S) AFTER BLASTING (IF NECESSARY), BUT BEFORE ANY TRENCHING. REPAIRED IF NECESSARY. WATERBODY OR LEAVES THE CONSTRUCTION RIGHT-OF-WAY. B USE SAND BAG OR SAND BAG AND PLASTIC SHEETING DIVERSION STRUCTURE OR EQUIVALENT TO DEVELOP AN EFFECTIVE SEAL AND TO DIVERT STREAM FLOW THROUGH THE FLUME PIPE 8. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE (SOME MODIFICATIONS TO THE STREAM BOTTOM MAY BE REQUIRED TO ACHIEVE AN EFFECTIVE SEAL). THE WATERBODY. DITCH FROM THE WATERBODY CROSSING UNTIL THE WATERBODY CROSSING IS INSTALLED AND(C) PROPERLY ALIGN FLUME PIPE(S) TO PREVENT BANK EROSION AND STREAMBED SCOUR. BACKFILLED. 9. DO NOT REMOVE FLUME PIPE DURING TRENCHING, PIPE LAYING, OR BACKFILLING ACTIVITIES, 9. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT OR INITIAL STREAM BED RESTORATION EFFORTS. SHALL NOT BE REFUELED WITHIN 100 FEET OF THE WATERBODY. 3. EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED (E) REMOVE ALL FLUME PIPES AND DAMS THAT ARE NOT ALSO PART OF THE EQUIPMENT BRIDGE AS TO PERFORM CONSTRUCTION. IF OTHER TYPES OF EQUIPMENT MUST CROSS SOON AS FINAL CLEANUP OF THE STREAM BED AND BANK IS COMPLETE. 10. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING (BEC). WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED 6. THE FLUME PIPE MUST BE SIZED TO PREVENT IMPEDEMENT OF THE UPSTREAM FLOW AND TO MAINTAIN TRENCH WATER OUT OF THE WATERBODY. 4. STAGING AREA(S) FOR WATERBODY CROSSING(S), OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION ADEQUATE FLOW RATES TO PROTECT AQUATIC LIFE, AND PREVENT THE INTERUPTION OF EXISTING 50 FEET FROM WATERS EDGE AND SHALL BE DOWNSTREAM USES. 11. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT-OF-WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE. FLUME CROSSING X F I n TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. CROSS SECTION SCALE: N.T.S. UPLAND AREA OR NON TYPE III WETLAND a w a 0 z w 0 z N w IL w a O n a EDGE OF WETLAND DITCH SEDIMENT BARRIER (TypJ WORK MATS PLAN VIEW CONSTRUCTION PROCEDURE NOTES: SCALE: N.T.S. 1. FLAG WETLAND BOUNDARIES AND INSTALL WETLAND BOUNDARY SIGNS PRIOR TO CLEARING. 2. NO OVERNIGHT PARKING OR REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN. 3. INSTALL TEMPORARY SLOPE BREAKERS UPSLOPE OF WETLAND BOUNDARIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS. 4. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF WETLAND AND ALONG BOTH WETLAND EDGES. 5. LIMIT PULLING OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER TRENCHLINE. DO NOT GRADE OR REMOVE STUMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT-OF-WAY IN WETLANDS UNLESS THE CHIEF INSPECTOR AND COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RIGHT-OF-WAY. 6. TOPSOIL STRIPPING SHALL NOT BE REQUIRED IN SATURATED SOIL CONDITIONS. 7. UTILIZE AMPHIBIOUS EXCAVATORS (PONTOON MOUNTED BACKHOES) OR TRACKED BACKHOES SUPPORTED BY PREFABRICATED a EQUIPMENT MATS OR FLOATS, TO EXCAVATE TRENCH. IF PREFABRICATED EQUIPMENT MATS ARE USED FOR STABILIZATION, THE BACKHOE SHALL GRADUALLY MOVE ACROSS THE WETLAND BY MOVING THE MATS FROM IMMEDIATELY BEHIND TO IMMEDIATELY IN FRONT OF THE BACKHOE'S PATH. 8. FABRICATE PIPE IN A STAGING AREA OUTSIDE THE TYPE III WETLAND AS INDICATED ON THE CONSTRUCTION DRAWINGS. NO CONCRETE COATING ACTIVITY WITHIN 100 FEET OF WETLAND BOUNDARY, UNLESS APPROVED BY COMPANY ENVIRONMENTAL INSPECTOR. 9. LEAVE HARD PLUGS AT THE EDGE OF TYPE III WETLAND UNTIL JUST PRIOR TO PIPE PLACEMENT. 10. FLOAT PIPE IN PLACE, LOWER -IN, INSTALL TRENCH PLUGS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS, AND BACKFILL. c� a 11. RESTORE GRADE TO NEAR PRE -CONSTRUCTION TOPOGRAPHY AND INSTALL PERMANENT EROSION CONTROL. co 12. REMOVE ANY MATS UTILIZED TO SUPPORT AMPHIBIOUS EQUIPMENT FROM WETLANDS UPON COMPLETION. w 13. WETLANDS CROSSED USING PUSH/PULL METHOD TEND TO BE TOO WET FOR EFFECTIVE SEEDING. HOWEVER, IF THE SITE IS DRY ENOUGH AND IF DIRECTED BY THE ENVIRONMENTAL INSPECTOR, THE RIGHT-OF-WAY SHALL BE SEEDED IN ACCORDANCE WITH DRAWINGS. 0 2 TYPE III "FLOODED WETLAND" 0 INSTALLATION PROCEDURE w SCALE: N.T.S. aJ AECOM North Carolina License # C-2990 C. WC 7 S REMOVABLE SEDIMENT BARRIER (SEE NOTE 1) SEDIMENT BARRIER A/L _x_ (SEE NOTE 4) REMOVABLE SEDIMENT BARRIER (SEE NOTE 1) /-TRENCH PLUG (SEE NOTE 3) DIVERSION TERRACE HILL (SEE NOTE 2) - - WETLAND BOUNDARY NOTES CONSTRUCTION WORK CORRIDOR DIVERSION TERRACE (SEE NOTE 2) 1. INSTALL REMOVABLE SEDIMENT BARRIERS OR DRIVEABLE BERMS ACROSS THE TRAVEL LANE AT BOTH WETLAND BOUNDARIES. THE REMOVABLE SEDIMENT BARRIERS CAN BE REMOVED DURING THE CONSTRUCTION DAY, BUT MUST BE RE -INSTALLED AFTER CONSTRUCTION HAS STOPPED FOR THE DAY AND/OR WHEN HEAVY PRECIPITATION IS IMMINENT. 2. INSTALL DIVERSION TERRACES IMMEDIATELY UPSLOPE OF BOTH WETLAND BOUNDARIES TO PREVENT SEDIMENT FROM ENTERING THE WETLAND. 3. INSTALL TRENCH PLUGS AT BOTH WETLAND BOUNDARIES TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED UPLAND TRENCH WATER OUT OF WETLAND. 4. FOR TYPE II ("SATURATED") AND TYPE III ("FLOODED") WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND BOUNDARIES AND ALONG BOTH WETLAND EDGES. FOR TYPE I ("DRY") WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND BOUNDARIES, ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR AND ALONG THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN SEDIMENT BARRIERS ARE NOT REQUIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR. WETLAND CROSSING CONFIGURATION WCC (TYPE I, 11 AND III WETLANDS) SCALE: N.T.S. JLVIMLIII D/9ANLIA Iv OL IILU TO WIRE FENCE AT TOP & BOTTOM WITH WIRE AT 3 FOOT INTERVALS NOTES 1. REINFORCED SEDIMENT BARRIER SHALL BE INSTALLED TO FILTER SEDIMENT IN AREAS WHERE EXCESSIVE SLOPE RENDERS STANDARD SEDIMENT BARRIER INEFFECTIVE. 2. INSTALLATIONS SHALL BE PERIODICALLY CHECKED, THE SEDIMENT SHALL BE REMOVED WHEN IT REACHES 0.5 FEET IN HEIGHT AT SEDIMENT BARRIER. 3. REINFORCED SEDIMENT BARRIER SHALL BE LEFT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 4. REINFORCED SEDIMENT BARRIER SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE REINFORCED SEDIMENT BARRIER. 5. AREA DISTURBED AS A RESULT OF REMOVING THE REINFORCED SEDIMENT BARRIER SHALL BE RESTABILIZED BY SEEDING IN ACCORDANCE WITH THE REVEGETATION PLAN. 6. REINFORCED SEDIMENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) THE CONTOURS. 7. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE REINFORCED SEDIMENT BARRIER SHALL BE TURNED AND EXTENDED UPSLOPE. SEDIMENT SEDIMENT BARRIER [BARRIER TOP SOIL SPOIL CROSS SECTION SCALE: N.T.S. PREFABRICATED EQUIPMENT MAT SEDIMENT CONSTRUCTION R.O.W. NER FOOT OST (TYP.) 1 77I D /I IAICD rr%AT SECTION END OF SEDIMENT BARRIER - FLOW MIN. REINFORCED SEDIMENT BARRIER R S E3 TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. DITCH FABRICAT PIPE STRI PLAN VIEW )p � I III SCALE: N.T.S. > PIPELINE EQUIPMENT SEDIMENT CONSTRUCTION PROCEDURE NOTES: MATS BARRIER (SEE NOTE 5) 1. FLAG WETLAND BOUNDARIES AND INSTALL BOUNDARY SIGNS PRIOR TO CLEARING. 2 NO OVERNIGHT PARKING OR REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN. 3 INSTALL TEMPORARY SLOPE BREAKERS UPSLOPE OF WETLAND BOUNDARIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS. INSTALL PREFABRICATED EQUIPMENT MATS THROUGH ENTIRE WETLAND AREA ON THE WORKING SIDE OF THE CONSTRUCTION 4. CORRIDOR. 5. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF THE WETLAND. INSTALL SEDIMENT BARRIERS ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR THROUGH THE WETLAND AND ALONG THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN SEDIMENT BARRIERS ARE NOT REQUIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR. 6, LIMIT PULLING OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER THE TRENCHLINE. DO NOT GRADE OR REMOVE STUMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT-OF-WAY IN WETLANDS UNLESS THE CHIEF INSPECTOR AND COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY-RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RIGHT-OF-WAY. CONDUCT TRENCH LINE TOPSOIL STRIPPING (IF TOPSOIL IS NOT SATURATED). SALVAGE TOPSOIL TO ACTUAL DEPTH 7. OR A MAXIMUM DEPTH OF 12 INCHES, AS DETERMINED BY THE COMPANY ENVIRONMENTAL INSPECTOR. SEGREGATED TOPSOIL PILE MAY BE LOCATED ON SPOIL SIDE, AS REQUIRED. 8. LEAVE HARD PLUGS AT THE EDGES OF WETLAND UNTIL JUST PRIOR TO TRENCHING. 9• TRENCHING THROUGH WETLANDS MAY PROCEDE WHEN THE PIPE SECTION IS FABRICATED AND READY TO LAY. ONCE TRENCHING COMMENCES, CONSTRUCTION THROUGH THE WETLAND IS TO PROCEDE CONTINUOUSLY UNTIL THE CROSSING IS COMPLETED, BACKFILLED AND RESTORED IN ORDER TO MINIMIZE THE LENGTH OF TIME THE TRENCH IS OPEN. 10. PIPE SECTION MAY BE FABRICATED WITHIN THE WETLAND ADJACENT TO PIPE TRENCH, OR IN STAGING AREA OUTSIDE THE WETLAND AND WALKED IN. NO CONCRETE COATING ACTIVITY WITHIN 100 FEET OF WETLAND BOUNDARY UNLESS APPROVED BY COMPANY ENVIRONMENTAL INSPECTOR. 11 LOWER -IN PIPE. PRIOR TO BACKFILLING TRENCH, INSTALL TRENCH PLUGS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. RESTORE GRADE TO NEAR PRE -CONSTRUCTION TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT 12. EROSION CONTROL. 13. REMOVE PREFABRICATED MATS FROM WETLANDS UPON COMPLETION. 14. SEED DISTURBED WETLANDS AREA AS DETERMINED BY THE ENVIRONMENTAL INSPECTOR AND AS SHOWN ON DRAWINGS. TYPE I "DRY WETLAND" INSTALLATION PROCEDURE SCALE: N.T.S. 10' MIN. POST ( Tom• ) TIMBER MAT PLAN PROFILE TIE ENDS OF SEDIMENT BARRIER TOGETHER FLOW -BEGINNING OF SEDIMENT BARRIER OVERLAP DETAIL LAND BUFFER LIMIT 0' MIN. TIMBER EQUIPMENT MATS EARTHEN RAMP NOTES 1. PERIODICALLY CHECK INSTALLATION AND REMOVE BUILD-UP OF SEDIMENT OR DEBRIS. 2. MATERIALS PLACED IN WETLANDS SHALL BE COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENT OF PERMANENT VEGETATION. 3. IF A WATERBODY IS LOCATED WITHIN A WETLAND SYSTEM, EXTEND TIMBER EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSING (BEC) USED TO CROSS THE WATERBODY IN ORDER TO ALLOW FOR CONTINUOUS TIMBER EQUIPMENT MAT COVERAGE THROUGH THE WETLAND AND WATERBODY AREA. 4. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE WHERE POOR SOIL CONDITIONS EXIST. 5. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE OF THE WETLAND BOUNDARIES. 6. INSTALL EARTHEN RAMP APPROACHES TO TIMBER EQUIPMENT MATS. EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL, TOP SOIL SHALL NOT BE USED TO CONSTRUCT EARTHEN RAMPS. WETLAND EQUIPMENT CROSSING WED TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. a X111/ RKING SIDE PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) - � DATE REVISION(S) DESCRIPTION 11IIII � �11LL CHK APPD PROPOSED PIPELINE - 'OIL SIDE /-TRENCH PLUG (SEE NOTE 3) DIVERSION TERRACE HILL (SEE NOTE 2) - - WETLAND BOUNDARY NOTES CONSTRUCTION WORK CORRIDOR DIVERSION TERRACE (SEE NOTE 2) 1. INSTALL REMOVABLE SEDIMENT BARRIERS OR DRIVEABLE BERMS ACROSS THE TRAVEL LANE AT BOTH WETLAND BOUNDARIES. THE REMOVABLE SEDIMENT BARRIERS CAN BE REMOVED DURING THE CONSTRUCTION DAY, BUT MUST BE RE -INSTALLED AFTER CONSTRUCTION HAS STOPPED FOR THE DAY AND/OR WHEN HEAVY PRECIPITATION IS IMMINENT. 2. INSTALL DIVERSION TERRACES IMMEDIATELY UPSLOPE OF BOTH WETLAND BOUNDARIES TO PREVENT SEDIMENT FROM ENTERING THE WETLAND. 3. INSTALL TRENCH PLUGS AT BOTH WETLAND BOUNDARIES TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED UPLAND TRENCH WATER OUT OF WETLAND. 4. FOR TYPE II ("SATURATED") AND TYPE III ("FLOODED") WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND BOUNDARIES AND ALONG BOTH WETLAND EDGES. FOR TYPE I ("DRY") WETLANDS, INSTALL SEDIMENT BARRIERS AT WETLAND BOUNDARIES, ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR AND ALONG THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN SEDIMENT BARRIERS ARE NOT REQUIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR. WETLAND CROSSING CONFIGURATION WCC (TYPE I, 11 AND III WETLANDS) SCALE: N.T.S. JLVIMLIII D/9ANLIA Iv OL IILU TO WIRE FENCE AT TOP & BOTTOM WITH WIRE AT 3 FOOT INTERVALS NOTES 1. REINFORCED SEDIMENT BARRIER SHALL BE INSTALLED TO FILTER SEDIMENT IN AREAS WHERE EXCESSIVE SLOPE RENDERS STANDARD SEDIMENT BARRIER INEFFECTIVE. 2. INSTALLATIONS SHALL BE PERIODICALLY CHECKED, THE SEDIMENT SHALL BE REMOVED WHEN IT REACHES 0.5 FEET IN HEIGHT AT SEDIMENT BARRIER. 3. REINFORCED SEDIMENT BARRIER SHALL BE LEFT IN PLACE UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 4. REINFORCED SEDIMENT BARRIER SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE REINFORCED SEDIMENT BARRIER. 5. AREA DISTURBED AS A RESULT OF REMOVING THE REINFORCED SEDIMENT BARRIER SHALL BE RESTABILIZED BY SEEDING IN ACCORDANCE WITH THE REVEGETATION PLAN. 6. REINFORCED SEDIMENT BARRIER SHALL BE PLACED TO FOLLOW (RUN PARALLEL TO) THE CONTOURS. 7. ON UPSLOPE INSTALLATIONS, BOTH ENDS OF THE REINFORCED SEDIMENT BARRIER SHALL BE TURNED AND EXTENDED UPSLOPE. SEDIMENT SEDIMENT BARRIER [BARRIER TOP SOIL SPOIL CROSS SECTION SCALE: N.T.S. PREFABRICATED EQUIPMENT MAT SEDIMENT CONSTRUCTION R.O.W. NER FOOT OST (TYP.) 1 77I D /I IAICD rr%AT SECTION END OF SEDIMENT BARRIER - FLOW MIN. REINFORCED SEDIMENT BARRIER R S E3 TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. DITCH FABRICAT PIPE STRI PLAN VIEW )p � I III SCALE: N.T.S. > PIPELINE EQUIPMENT SEDIMENT CONSTRUCTION PROCEDURE NOTES: MATS BARRIER (SEE NOTE 5) 1. FLAG WETLAND BOUNDARIES AND INSTALL BOUNDARY SIGNS PRIOR TO CLEARING. 2 NO OVERNIGHT PARKING OR REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER SPCC PLAN. 3 INSTALL TEMPORARY SLOPE BREAKERS UPSLOPE OF WETLAND BOUNDARIES AS SHOWN ON DRAWINGS AND SPECIFICATIONS. INSTALL PREFABRICATED EQUIPMENT MATS THROUGH ENTIRE WETLAND AREA ON THE WORKING SIDE OF THE CONSTRUCTION 4. CORRIDOR. 5. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS AT OUTER BOUNDARIES OF THE WETLAND. INSTALL SEDIMENT BARRIERS ALONG THE EDGE OF THE SPOIL SIDE OF THE CONSTRUCTION CORRIDOR THROUGH THE WETLAND AND ALONG THE DOWNSLOPE EDGE OF THE WETLAND. IF THE DOWNSLOPE EDGE OF THE WETLAND IS THE SPOIL SIDE, THEN SEDIMENT BARRIERS ARE NOT REQUIRED ON THE WORKING SIDE OF THE CORRIDOR UNLESS EQUIPMENT TRAVERSING THROUGH THE WETLAND CAUSES SPOIL AND SEDIMENT TO EXIT THE CONSTRUCTION CORRIDOR. 6, LIMIT PULLING OF TREE STUMPS AND GRADING ACTIVITIES TO DIRECTLY OVER THE TRENCHLINE. DO NOT GRADE OR REMOVE STUMPS OR ROOT SYSTEMS FROM THE REST OF THE RIGHT-OF-WAY IN WETLANDS UNLESS THE CHIEF INSPECTOR AND COMPANY ENVIRONMENTAL INSPECTOR DETERMINE THAT SAFTY-RELATED CONSTRUCTION CONSTRAINTS REQUIRE REMOVAL OF TREE STUMPS FROM UNDER THE WORKING SIDE OF THE RIGHT-OF-WAY. CONDUCT TRENCH LINE TOPSOIL STRIPPING (IF TOPSOIL IS NOT SATURATED). SALVAGE TOPSOIL TO ACTUAL DEPTH 7. OR A MAXIMUM DEPTH OF 12 INCHES, AS DETERMINED BY THE COMPANY ENVIRONMENTAL INSPECTOR. SEGREGATED TOPSOIL PILE MAY BE LOCATED ON SPOIL SIDE, AS REQUIRED. 8. LEAVE HARD PLUGS AT THE EDGES OF WETLAND UNTIL JUST PRIOR TO TRENCHING. 9• TRENCHING THROUGH WETLANDS MAY PROCEDE WHEN THE PIPE SECTION IS FABRICATED AND READY TO LAY. ONCE TRENCHING COMMENCES, CONSTRUCTION THROUGH THE WETLAND IS TO PROCEDE CONTINUOUSLY UNTIL THE CROSSING IS COMPLETED, BACKFILLED AND RESTORED IN ORDER TO MINIMIZE THE LENGTH OF TIME THE TRENCH IS OPEN. 10. PIPE SECTION MAY BE FABRICATED WITHIN THE WETLAND ADJACENT TO PIPE TRENCH, OR IN STAGING AREA OUTSIDE THE WETLAND AND WALKED IN. NO CONCRETE COATING ACTIVITY WITHIN 100 FEET OF WETLAND BOUNDARY UNLESS APPROVED BY COMPANY ENVIRONMENTAL INSPECTOR. 11 LOWER -IN PIPE. PRIOR TO BACKFILLING TRENCH, INSTALL TRENCH PLUGS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. RESTORE GRADE TO NEAR PRE -CONSTRUCTION TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT 12. EROSION CONTROL. 13. REMOVE PREFABRICATED MATS FROM WETLANDS UPON COMPLETION. 14. SEED DISTURBED WETLANDS AREA AS DETERMINED BY THE ENVIRONMENTAL INSPECTOR AND AS SHOWN ON DRAWINGS. TYPE I "DRY WETLAND" INSTALLATION PROCEDURE SCALE: N.T.S. 10' MIN. POST ( Tom• ) TIMBER MAT PLAN PROFILE TIE ENDS OF SEDIMENT BARRIER TOGETHER FLOW -BEGINNING OF SEDIMENT BARRIER OVERLAP DETAIL LAND BUFFER LIMIT 0' MIN. TIMBER EQUIPMENT MATS EARTHEN RAMP NOTES 1. PERIODICALLY CHECK INSTALLATION AND REMOVE BUILD-UP OF SEDIMENT OR DEBRIS. 2. MATERIALS PLACED IN WETLANDS SHALL BE COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENT OF PERMANENT VEGETATION. 3. IF A WATERBODY IS LOCATED WITHIN A WETLAND SYSTEM, EXTEND TIMBER EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSING (BEC) USED TO CROSS THE WATERBODY IN ORDER TO ALLOW FOR CONTINUOUS TIMBER EQUIPMENT MAT COVERAGE THROUGH THE WETLAND AND WATERBODY AREA. 4. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE WHERE POOR SOIL CONDITIONS EXIST. 5. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE OF THE WETLAND BOUNDARIES. 6. INSTALL EARTHEN RAMP APPROACHES TO TIMBER EQUIPMENT MATS. EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL, TOP SOIL SHALL NOT BE USED TO CONSTRUCT EARTHEN RAMPS. WETLAND EQUIPMENT CROSSING WED TEMPORARY EROSION CONTROL MEASURE SCALE: N.T.S. a PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 434 PIPELINE PROJECT SHEET(S) DWG SCALE AS NOTED A 08/30/2017 ISSUED FOR PERMIT LBT AE CP AREA CODE DATE SIGNATURE / INITIALS REGIONAL o N/A N/AENGINEER Piedmont DWG DATE 08/11/2017 SUPERSEDED _ ACCOUNT NUMBER o Natural Gas SOIL EROSION CONTROL DETAILS PROJECT NUMBER 2340067 DATE N/A SIGNA N/ATURE/INITIALS MGR TECH DRAWING NUMBER REVISION DRAWING BY LBT REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. RICHMOND SCOTLAND & ROBESON COUNTIES NORTH CAROLINA PNG -C-434-0001345 A STATION ID N/A DATE 08/30/2017 SIGNATURE / INITIALS CP PRINCIPAL ENGINEER a PROFESSIONALENG/ARCHSTAMP 0 CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 > > Rockingham Resource Center, Rockingham &Fayetteville Resource Center, Fayetteville, North Carolina CHECKER INITIALS CP PIPELINE / RESOURCE CENTER / LINE NUMBER AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP DATE VARIES R3 ROCK 12' 2' EXISTING UNDISTURBED GEOTEXTLE MATERIAL (TYP.) 8" (SEE NOTES) PROFILE (EAR) 3 DATE 3 1F 1. EXISTING CARTWAYS (ACCESS ROADS) CONSISIT OF DIRT OR GRAVEL ROADS BLADE TO A MINIMUM DEPTH OF COMPACTED EARTH FILL SIGNATURE / INITIALS ACCESS ROAD 08/30/2017 ROCK OR CRUSHED STONE) ENGINEER , 7. IF PRE—EXISTING CONDITIONS DID NOT INCLUDE A CARTWAY. THEN RESTORATION 30' THE ENTIRE TEMPORARY ACCESS ROAD AREA. (TYP.) ACCESS ROAD NEW ACCESS ROAD PROFILE (NO PRE-EXISTING CARTWAY) N.T.S. AREA PROPOSED AREA PROPOSED FOR WIDENING VARIES FOR WIDENING R3 ROCK ROCK OR CRUSHED STONE GEOTEXTILE MATERIAL GEOTEXTILE MATERIAL i EXISTING CARTWAY i 30' TYP. WIDENED ACCESS ROAD (FOR PRE-EXISTING ROAD) N.T.S. NOTES: TYPICAL PROPOSED 1. CONTRACTOR SHALL FURNISH AND INSTALL COMPANY APPROVED GEOTEXTILE MATERIAL. ACCESS ROAD 2. A CROWNED OR INSLOPED ROADWAY SURFACE WILL BE USED AS APPLICABLE. PROFILE ACR AECOM North Carolina License # C-2990 PROFESSIONAL ENG/ARCH STAMP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 108/30/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION LBT AE CP AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID N/A CHECKER INITIALS CP APPROVALS DATE VARIES AREAS TO BE EXISTING UNDISTURBED EXISTING CARTWAY EXISTING UNDISTURBED LAND LAND EXISTING ACCESS ROAD PROFILE (EAR) N.T.S. DATE NOTES: 2. RE—GRADE RESTORED AREAS TO MATCH EXISTING GRADE/CONTOUR. 1. EXISTING CARTWAYS (ACCESS ROADS) CONSISIT OF DIRT OR GRAVEL ROADS 3. LOOSEN COMPACTED SOIL USING A ROAD GRADER EQUIPPED WITH A SCARIFYING BLADE TO A MINIMUM DEPTH OF TYPICAL EXISTING SIGNATURE / INITIALS ACCESS ROAD 08/30/2017 PROFILE ENGINEER EAR 7. IF PRE—EXISTING CONDITIONS DID NOT INCLUDE A CARTWAY. THEN RESTORATION PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 108/30/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION LBT AE CP AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID N/A CHECKER INITIALS CP APPROVALS DATE AREAS TO BE PRE—EXISTING CARTWAY AREAS TO BE RESTORED TO RESTORED TO PRE—EXISTING CONDITIONS PRE—EXISTING CONDITIONS VARIES 30' (TYP.) NOTES: DATE 1. REMOVE R3 ROCK AND GEOTEXTILE FABRIC TO WIDTH OF PRE—EXISTING CARTWAY. 2. RE—GRADE RESTORED AREAS TO MATCH EXISTING GRADE/CONTOUR. N/A 3. LOOSEN COMPACTED SOIL USING A ROAD GRADER EQUIPPED WITH A SCARIFYING BLADE TO A MINIMUM DEPTH OF 6" TO PROMOTE RE—VEGATION AND SEED GERMINATION. SIGNATURE / INITIALS 4. APPLY SOIL AMENDMENT AS RECOMMENDED ON THE E&S PLAN. 08/30/2017 5. RESEED RESTORED AREAS AS RECOMMENDED ON THE E&S PLAN. ENGINEER 6. MULCH NEWLY SEEDED AREAS AS PROVIDED ON THE E&S PLAN. 7. IF PRE—EXISTING CONDITIONS DID NOT INCLUDE A CARTWAY. THEN RESTORATION ACTIVITIES SHALL ENCOMPASS THE ENTIRE TEMPORARY ACCESS ROAD AREA. TYPICAL RESTORATION ACCESS ROAD PROFILE ARR PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 108/30/20171 ISSUED FOR PERMIT BY CHK JAPPD DESCRIPTION LBT AE CP AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID N/A CHECKER INITIALS CP APPROVALS DATE SIGNATURE / INITIALS REGIONAL N/A N/A ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 08/30/2017 CP ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT SOIL EROSION CONTROL DETAILS RICHMOND, SCOTLAND & ROBESON COUNTIES, NORTH CAROLINA Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) I DWG SCALE AS NOTED DWG DATE 08/11/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001346 A PIPELINE / RESOURCE CENTER / LINE NUMBER al AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 C/L PROPOSED 30" GAS PIPELINE EXISTING 70' EASEMENT 45' NON -WORKING SIDE 25' WORKING SIDE ±10' ±35' 1 MAX 5' _❑ OSHA SETBACK SETBACK TOPSOIL TRENCH SPOIL PROPOSED 30" NATURAL GAS PIPELINE (3'-6" MINIMUM COVER) 6" BEDDING EXIST. 20" (TYP.) LINE 175 4'-0" MIN. 1O TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' EXISTING EASEMENT WITH 85' TWS ON THE RIGHT �� I )' �" �' � � ) C/L PROPOSED 30" GAS PIPELINE 20' NON -WORKING SIDE 1 MAX 117 PROPOSED70'EASEMENT 5' OSHA SETBACK 50' WORKING SIDE TRENCH SPOIL III PROPOSED 30" NATURAL GAS PIPELINE (3'-6" MINIMUM COVER) 6" BEDDING (TYP. ) 4'-0" MIN. TOPSOIL 2 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' PROPOSED EASEMENT WITH 60' TWS ON THE RIGHT PROPOSED 85' TWS PROPOSED 60' TWS PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID 11 N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 1 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001001 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 20' MINIMUM GRADING DISTANCE FROM STRUCTURES, GUYS AND ANCHORS (REGARDLESS OF TOWER SIZE, STYLE OR VOLTAGE) 40'(230 kV) AND 80'(500 kV) MINIMUM DISTANCE OF PIPELINE (REGARDLESS OF TOWER SIZE OR STYLE). MINIMUM CLEARANCE DISTANCES (PER 29 CFR § 1926.1411 POWER LINE SAFETY WHILE TRAVELING UNDER OR NEAR POWER LINES WITH NO LOAD) MINIMUM CLEARANCE DISTANCES (PER 29 CFR § 1926.1408 POWER LINE SAFETY (UP TO 350 kV) -EQUIPMENT OPERATIONS) NOTE: ALL CONSTRUCTION STANDARDS AND PRACTICES SHALL MEET OR EXCEED THE LATEST GUIDE LINES AND REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION -ARTICLE 130 WORK INVOLVING ELECTRICAL HAZARDS AND LOCAL UTILITY REQUIREMENTS. (a)CONSTRUCTION METHOD 2 TYPICAL PIPE LAY AROUND POWERLINES MINIMUM GROUND, EQUIPMENT AND PIPING CLEARANCES FOR CROSSING EXISTING PIPELINES SECTION 3-3 11 1 \ FOREIGN PIPELINE * / 11 Z z SANDBAGS * MAY REQUIRE ADDITIONAL EXTERNAL i N SUPPORT, AS NEEDED. ** FOLLOW THE MORE STRINGENT CLEARANCE/COVER REQUIREMENT BASED ON THE COVER OF THE EXISTING PIPELINE. PROPOSED 30" PIPELINE FOREIGN PIPELINE CROSSING DETAIL PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY ILBT STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 2 & 3 OPEN -CUT POWERLINE & CROSSING OF EXISTING PIPELINE Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 2 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001142 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER LT FENCE 10' DOWN SLOPE SIDE) (TYP.) SPOIL PILE MIN. CREEK BANK SPOIL PILE SAND BAG (_) I DISCHARGE HOSE DIRECT TO WATERBODY TOP APPROVED DISCHARGE AREA WITH OF BANK APPROPRIATE SCOUR PROTECTION WATERBODY BANK L I (TYP.) DAMS (DIFFUSER) iII S_____-AS____ _I__ __ _________________ _SF_____SF WATER LEVEL FLUME PIPE SEE NOTE 2 I I I I 1 , WATER FLOW SILT FENCE SPOIL PILE (TYP.) „AA„ I SILT FENCE / 1 � � PIPELINE \ \ / I I I - -- - - I I CREEK BOTTOM JS----- S� --SF I I I I v TRENCH PLUG (TYP) I I Z " TRENCH PLUG (TP) LJW I (SEE NOTE 10) EXCAVATED TRENCH I 15' Ili I I 1 DAM I MIN. ' I MIN. I ¢� (SEE NOTE 10) a� i Lgg�� o SECTION "A-A" I Z ____SF-I , I,S____ DIVERSION PIPELINE TRENCH GAS (SEE NOTE # 8) PIPELINE CREEK BANK o DIVERSION �� SAND BAG DAM (SEE NOTE # 8) I I - - - - o 1 I I y FLUME PIPE FREE OF DENTS WATER LEVEL / w m TRENCH PLUG KEYED HOLES AND UST). SANDBAGS WITH - - -� - - -7--- - - I- INTO TRENCH WALL SII II' PLASTIC LINER TO FORM UPSTREAM & FLUME PIPE 5' MIN. Jyp I I INTAKE HOSE ( ) I DOWNSTREAM DAMS �'� �� (SEE NOTE 5) -- �'- - - - - - - --------------: o PUMP I y c_ HOSE I I i WATERBODY �'� PIPELINE % TEMPORARY STREAM CROSSING, PER DETAIL TRENCH PLUG TRENCH PLUG I I o SECONDARY I� I (SEE NOTE # 3) sE- „ „ o CONTAINMENT I DIVERSION TERRACE (TYP.) - -J _____ _________ - _-= -__ -_��__ _IXI 1 1 SECTION B-B N SANDBAGS WITH PLASTIC (REFERENCE NOTE 3) INSTALL EROSION EELS I I ~ LINER TO FORM ACROSS ACCESS UPSTREAM & TIMBER MATS ROADWAY/TIMBER MATS PLAN VIEW DOWNSTREAM DAMS. CONSTRUCTION DIRECTIONS EROSION EELS PUMP TO APPROVED VEGETATED AREA OR NOTE WATER CONTAINMENT PUMP 1. SILT FENCE SHALL BE INSTALLED AS DEPICTED AND ALONG DOWN GRADIENT SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO 6. THE FLUME PIPE MUST BE SIZED TO PREVENT IMPEDIMENT OF THE UPSTREAM FLOW AND TO MAINTAIN ADEQUATE FLOW RATES TO SUMP. HEAVY SILT LADEN WATER ENTERS THE WATERBODY OR LEAVES THE CONSTRUCTION RIGHT-OF-WAY. PROTECT AQUATIC LIFE, AND PREVENT THE INTERRUPTION OF EXISTING DOWNSTREAM USES. _ _A U 11 11ik 50' 00' 2. HARD DITCH PLUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MAINLINE DITCH FROM THE WATERBODY CROSSING 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND REPAIRED IF NECESSARY. MIN. _I 7"'MT,", UNTIL THE WATERBODY CROSSING IS INSTALLED AND BACKFILLED. 8. INSTALL DIVERSION TRENCHES AT THE BASE OF ALL SLOPES ADJACENT TO THE WATERBODY. � PNTEMPORARY EQUIPMENT OPERATING IN THE WATERBODY SHALL BE LIMITED TO THAT NEEDED TO PERFORM CONSTRUCTION. IF OTHER TYPES OF s3. CULVERT PIPES)EQUIPMENT MUST CROSS THE WATERBODY, CONTRACTOR SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSING. 9. CHEMICALS, FUELS AND LUBRICATING OILS SHALL NOT BE STORED AND EQUIPMENT SHALL NOT BE REFUELED WITHIN 100 FEET OF THE HOSE WITH EXTRA MIN. CULVERTS UNDER EXTRA WORKSPACE WATERBODY. ARE OPTIONAL) FILTER/ SCREEN4. STAGING AREAS) FOR WATERBODY CROSSING(S), OF A MINIMUM SIZE NEEDED FOR CONVENIENT PREPARATION 50 FEET FROM WATER'S PLAN VIEW SILT FENCE EDGE AND SHALL BE 10. INSTALL TRENCH PLUGS ON BOTH SIDES OF THE WATERBODY TO PREVENT DIVERSION OF WATER INTO UPLAND PORTIONS OF THE PIPELINE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF THE WATERBODY. NOTE: 5. FLUME CROSSING METHOD REQUIREMENTS INCLUDE: 1. CONSTRUCTION METHOD SHOWN IS AN OPTION AS CONDITIONS NECESSITATE. A. INSTALL FLUME PIPE(S) AFTER BLASTING (IF NECESSARY), BUT BEFORE ANY TRENCHING. 11. CONTRACTOR SHALL POSTPONE GRADING OF RIGHT-OF-WAY IMMEDIATELY ADJACENT TO WATERBODY UNTIL STAGING AREA IS PREPARED AND 2. EXCEPT FOR THE GRADED DRIVE LANE, POSTPONE CLEARING IN THE BUFFER AREA ADJACENT TO WATERBODY UNTIL THE STAGING AREA IS PREPARED B. USE SAND BAG OR SAND BAG AND PLASTIC SHEETING DIVERSION STRUCTURE OR EQUIVALENT TO DEVELOP AN EFFECTIVE SEAL AND WORK IN THE WATERBODY IS READY TO COMMENCE. AND WORK IN THE WATERBODY IS READY TO COMMENCE. BUFFER IS A MINIMUM OF FIFTEEN (15) FEET AND EXTENDS FIFTEEN (15) FEET BEYOND TO DIVERT STREAM FLOW THROUGH THE FLUME PIPE (SOME MODIFICATIONS TO THE STREAM BOTTOM MAY BE REQUIRED TO ACHIEVE THE EDGE OF THE RIPARIAN AREA, TO A MAXIMUM OF FIFTY (50) FEET. AN EFFECTIVE SEAL). 12. INSTALL GEOTEXTILE FABRIC UNDER ALL BRIDGES AND TEMPORARY TIMBER MATS IN ORDER TO PREVENT SEDIMENT FROM ENTERING 3. INSTALL SLOPE BREAKER AT THE BASE OF ALL SLOPES ADJACENT TO THE WETLAND. C. PROPERLY ALIGN FLUME PIPE(S) TO PREVENT BANK EROSION AND STREAMBED SCOUR. ADJACENT WATERBODIES AND WETLANDS. 4. FLAG BUFFER ZONES PRIOR TO CLEARING. D. DO NOT REMOVE FLUME PIPE DURING TRENCHING, PIPE LAYING, OR BACKFILLING ACTIVITIES, OR INITIAL STREAM BED RESTORATION 5. USE SILT FENCE IN THE STREAM AT THE TIME OF CROSSING TO CONTAIN SATURATED SOILS. 6. LIMIT BANK GRADING IN BUFFER AREA (SEE NOTE 2) TO WIDTH ALLOWED BY PERMIT ACROSS CONSTRUCTION ROW, UNLESS TOPOGRAPHICAL FEATURES EFFORTS. E. REMOVE ALL FLUME PIPES AND DAMS THAT ARE NOT ALSO PART OF THE EQUIPMENT BRIDGE AS SOON AS FINAL CLEANUP OF THE DICTATE OTHERWISE, IF APPROVED BY THE ENVIRONMENTAL INSPECTOR. STREAM BED AND BANK IS COMPLETE. 7. INSTALL GEOTEXTILE FABRIC UNDER ALL BRIDGES AND TEMPORARY TIMBER MATS IN ORDER TO PREVENT SEDIMENT FROM ENTERING ADJACENT WATERBODIES AND WETLANDS. FLUME CROSSING TEMPORARY EROSION CONTROL MEASURE2 TYPICAL WATERBODY CROSSING (DAM AND PUMP METHOD) SCALE: NONE SCALE: NONE SEGREGATE TOPSOIL (REF. NOTE 3) I I I I EXTRA WORKSPACE FROM TRENCH LINE ONLY. EXTRA WORKSPACE 2" WATERBODY I I I � WETLAND/WATERBODY BUFFER LIMIT (MAX. ) TOP OF BANK I - I - SF - WATERBODY I TEMPORARY BRIDGE I _j I -10' MIN. A (TYP-) (Jyp) 10' MIN. SILT FENCE SILT FEN M"- TIMBER EQUIPMENT MATS WITH SIDE BOARDS _dL ^^_ EROSION EELS _ - _ STEEL PLATE B = B EROSION EELS - _ FLOW / SPOIL PILE I i I (TYP.) _ - �� WATERBODY (TYP.) 15' i l � I 15 � - - _ - MIN. MIN. PIPE TRENCH - - III , I SILT FENCE - -- - 0 ? I VIII/ ti LA N i i GAS PIPELINE o i I i TRENCH PLUG (TYP.) z KEYED INTO TRENCH WALL PLAN VIEW DIVERSION TERRACE (TYP.) PLAN 1, 1 iTh I I I (REF. NOTE 2) EARTHEN RAMP U, CONSTRUCTION DIRECTION TIMBER MAT WITH SIDE BOARDS EROSION EELS STEEL PLATE FLATBED RAILCAR EROSION EELS WETLAND WETLAND LIMITS 1L LIMITS Q N.W.L. .. AL PROFILE I=NSURE ADEQUATE UNDISTURBED TO ALLOW 50' TIMBER MATS TO SPAN 50' CREEK BANKS - ANTICOPENING IPATED INCREASE - (TYP) PAST WETLAND BOUNDAR (TYP) NOTES IN STREAM DISCHARGE (SEE NOTE 4) TEMPORARY CULVERT PIPE(S) 1. PERIODICALLY CHECK INSTALLATION AND REMOVE BUILD-UP OF SEDIMENT OR DEBRIS. SECTION A - A (20" MIN. CULVERTS UNDER MATS ARE OPTIONAL) 2. MATERIALS PLACED IN WETLANDS SHALL BE COMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OF THIS STRUCTURE IS NOT CONTINGENT UPON [EXTRA ESTABLISHMENT OF PERMANENT VEGETATION. WORKSPACE EXTRA WORKSPACE PLAN VIEW 3. IF A WATERBODY IS LOCATED WITHIN A WETLAND SYSTEM, EXTEND TIMBER DECK EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSING USED TO CROSS THE STEEL PLATE WATERBODY IN ORDER TO ALLOW FOR CONTINUOUS TIMBER EQUIPMENT MAT COVERAGE NOTES: THROUGH THE WETLAND AND WATERBODY AREA. 4. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE 1. THIS METHOD WILL BE USED IN WETLANDS WITHOUT STANDING WATER OR SATURATED SOILS. IF NORMAL CONSTRUCTION EQUIPMENT CAUSES RUTS WHERE POOR SOIL CONDITIONS EXIST. OR MIXING OF TOPSOIL AND SUBSOIL, LOW-GROUND-PRESSURE EQUIPMENT WILL BE USED, OR NORMAL EQUIPMENT WILL BE OPERATED ON 5. TIMBER EQUIPMENT MATS SHALL EXTEND A MINIMUM OF 10 FEET OUTSIDE TIMBER MATS. OF THE WETLAND/WATERBODY BOUNDARIES. 2. INSTALL DIVERSION TERRACE AT THE BASE OF ALL SLOPES ADJACENT TO THE WETLAND. 3. EXCEPT FOR THE GRADED DRIVE LANE, CONTRACTOR SHALL POSTPONE CLEARING IN THE BUFFER AREA ADJACENT TO WETLAND UNTIL THE 6. INSTALL EARTHEN RAMP APPROACHES TO TIMBER EQUIPMENT MATS. EARTHEN RAMPS STAGING AREA IS PREPARED AND WORK IN THE WETLAND IS READY TO COMMENCE. BUFFER IS A MINIMUM OF FIFTY 50' FEET AND EXTEND ( ) TOS CONSTRUCTED OF UPLAND MATERIAL, TOP SOIL SHALL NOT BE USED TO CONSTRUCT EARTHEN RAMPS. FIFTEEN (15) FEET BEYOND THE EDGE OF THE RIPARIAN AREA. 7. INSTALL GEOTEXTILE FABRIC UNDER ALL BRIDGES AND TEMPORARY TIMBER MATS IN E (, TI 0 N p - p SECTION C 4. USE ADDITIONAL TIMBER MAT LAYERS TO RAISE CROSSING ABOVE GRADE WHERE POOR SOIL CONDITIONS EXIST AND CONDITIONS REQUIRE. ORDER TO PREVENT SEDIMENT FROM ENTERING ADJACENT WATERBODIES AND J L� L� NOTES 5. CLEARLY AND ADEQUATELY FLAG ALL BUFFER ZONES PRIOR TO CLEARING. 6. INSTALL GEOTEXTILE FABRIC UNDER ALL BRIDGES AND TEMPORARY TIMBER MATS IN ORDER TO PREVENT SEDIMENT FROM ENTERING ADJACENT WETLANDS. INSTALL GEOTEXTILE FABRIC UNDER ALL BRIDGES AND TEMPORARY TIMBER WATERBODIES AND WETLANDS. 8. ALL TIMBER MATS SHALL HAVE SIDE BOARDS/CURBS TO CONTAIN SEDIMENT AND/OR MATS IN ORDER TO PREVENT SEDIMENT FROM ENTERING ADJACENT DEBRIS FROM ENTERING ADJACENT WATERBODIES AND WETLANDS. WATERBODIES AND WETLANDS. TYPICAL UNSATURATED WETLAND/WATERBODY 3 CROSSING WITH TOPSOIL SEGREATION TEMPORARY TIMBER EQUIPMENT MAT 4 TYPICAL RAILCAR CROSSING 5 SCALE: NONE SCALE: NONE SCALE: NONE AECOM North Carolina License # C-2990 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) ROBERT A. NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 3 OF 9 DWG SCALE AS NOTED MARSZALKOWSKI, PE Piedmont LINE 434 PIPELINE PROJECT A 07/07/2017 ISSUED FOR 90% REVIEW LBT AE BG AREA CODE DATE N/A SIGNATURE INITIALS N/A REGIONAL DWG DATE 07/06/2017 SUPERSEDED NORTH CAROLINA ACCOUNT NUMBER ENGINEER LICENSE#037770 TYPICAL WORKSPACE CONSTRUCTION METHOD 4 DATE SIGNATURE INITIALS PROJECT NUMBER 2340067 N/A N/A MGR TECH Natural G DRAWING NUMBER REVISION DRAWING BY ILBT REC & STD OPEN-CUT CROSSING WAT E R B O D I E S P N G - C-434-0001143 A STATION I D N/A DATE SIGNATURE / INITIALS PRINCIPAL COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. 07/07/2017 RM ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina g g y y CHECKER INITIALS AE DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER �I LOCATE SO TRENCHING DOES NOT HAYBALE GATE TO BE OPENED ONLY AFFECT THE TEMPORARY CROSSING \ DURING VEHICLE CROSSING 1 A STOP OF BANK STEEL FLUMES B a PLATES, ° — — — — ROCK RIP -RAP B w �i FLOW APPROVALS ° NON ERODEABLE SCOUR PROTECTION (AS NEEDED) MATERIALS (ROCK DWG SCALE AS NOTED GRAVEL ETC.) A _JIM— _ _ _ _ _ FLOW AE d ° Q A i d SIGNATURE INITIALS N/A A USE ROCK CORDUROY OR TIMBER MATS TOP OF BANK z CD RIP -RAP OR SANDBAG wPROTECTION TO FORM STABLE APPROACH ROADS ACCOUNT NUMBER s (AS NEEDED) BACK ROM THE EDGE OF PLAN VIEW CD PROJECT NUMBER THEEWAT RCOURSE DATE N/A SIGNATURE INITIALS N/A U DRAWING NUMBER P N G -C-434-0001144 REVISION A UNDISTURBED CREEK BANK! GEOTEXTILE/ FABRIC CLEAN, COARSE ROCK FILL TOP OF BANK TOP OF FI FLUMES TOP OF BANK MIN. 12" MIN. N. 6 .. z SPACING WIDTH J/ APPROX. 1/2 DIA. SECTION A -A fil d a PLATES, ° Y ° CHK d 9 ENTIRE STRUCTURE FROM PIPELINE TO BE APPROVALS ° NON ERODEABLE LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 4 OPEN -CUT CROSSING WAT E R B O D I E S Rockingham RCenter, Rockingh& Fa etteville RCenter, Fa etteville, North Carolina amesource am esource g g y y MATERIALS (ROCK DWG SCALE AS NOTED GRAVEL ETC.) A ISSUED FOR 90% REVIEW LBT AE d ° Q A n d d PIPE TO BE LONG ENOUGH FOR STABLE FILL SLOPES ° STEEL FLUMES ROCK RIP -RAP FLOW GEOTEXTILE SECTION 13-13 INSTALL PIPE ON STREAMBED FABRIC CONSTRUCTION PROCEDURES: THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND PROCEDURES TO BE FOLLOWED AT ALL TEMPORARY FLUME VEHICLE CROSSINGS. 1. TEMPORARY BRIDGE MAY BE SUBSTITUTED FOR THE TEMPORARY FLUME CROSSING. 2. THE LENGTH OF THE FLUME SHALL BE SUFFICIENT TO SPAN THE ENTIRE AREA REQUIRED FOR VEHICULAR ACCESS, EXTENDING TWO (2) FEET MINIMUM BEYOND THE TOE OF FILL MATERIAL. A LONGER PIPE IS TO BE USED, IF NEEDED, TO MAINTAIN STABLE SIDE SLOPES, FLUME CAPACITY TO BE BASED ON THE MAXIMUM FLOW ANTICIPATED TO OCCUR DURING INSTALLATION, AS SPECIFIED IN CONSTRUCTION DOCUMENTS. 3. WHERE PRACTICAL, BACKFILL AROUND THE PIPES AT THE ROAD WITH CLEAN, COARSE ROCK FILL MATERIAL. IF SCOUR IS POSSIBLE, RIP -RAP IS TO BE PLACED ON THE WATERBODY BED DOWNSTREAM OF THE PIPE OUTLET EXTENDING A MINIMUM OF TWO (2) PIPE DIAMETERS. ALTERNATIVELY, TIMBER EQUIPMENT MATS, SAND BAGS OR TIMBER CORDUROY MAY BE USED TO FORM THE TRAVEL SURFACE. 4. TO REDUCE DEBRIS ENTERING THE WATERBODY FROM EQUIPMENT TRACKS, THE APPROACH ROAD LEADING TO THE CULVERT CROSSING MUST BE RAISED AND STABILIZED SO EQUIPMENT LOADS ARE SUPPORTED A SUFFICIENT DISTANCE BACK FROM THE WATER. IF CUTS ARE NEEDED TO OBTAIN A SATISFACTORY GRADE, THEY ARE TO BE DUG WITH SIDE DITCHES AND STABLE SLOPES. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED TO LIMIT THE POTENTIAL FOR SEDIMENT TO ENTER THE WATERBODY (i.e. CHECK DAMS, RIP -RAP, SEED AND MULCH, SEDIMENT TRAPS, ETC.). 5. PERIODICALLY CHECK THE TEMPORARY CROSSING INSTALLATION AND REMOVE ANY BUILD-UP OF SEDIMENT OR DEBRIS ON THE BRIDGE, DISPOSE OF THIS MATERIAL AT LEAST 100 FEET FROM THE WATERBODY AND ABOVE THE HIGH WATER LEVEL. 6. FOLLOWING COMPLETION OF THE CROSSING, REMOVE ROCK FILL IN OR AROUND FLUME PIPES FROM THE WATERBODY OR WETLAND. 7. RESTORE STREAM BANKS AND WATERBODY BOTTOM. 8. IF WATER IS PRESENT (FLOWING), GEOTEXTILE FABRIC CAN BE PLACED OVER THE FLUMES TO KEEP IT IN PLACE PRIOR TO INSTALLING BRIDGE MATERIAL. 6 TYPICAL FLUME BRIDGE CROSSING SCALE: NONE AECOM North Carolina License # C-2990 DIFFUSER / \-WOODEN MATS, STEEL NO. PLATES, REVISION(S) DESCRIPTION OR SIMILAR CHK APPD DESCRIPTION ENTIRE STRUCTURE FROM PIPELINE TO BE APPROVALS SECURED TO PREVENT MOVEMENT. NON ERODEABLE LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 4 OPEN -CUT CROSSING WAT E R B O D I E S Rockingham RCenter, Rockingh& Fa etteville RCenter, Fa etteville, North Carolina amesource am esource g g y y MATERIALS (ROCK DWG SCALE AS NOTED GRAVEL ETC.) 07/07/2017 FLAME CUT (6) 12" DIAMETER HOLES @ 0', 90', 180' ORIENTED TO 000 00 INLET (NOT BOTTOM) 00 O 8" PIPE TEST WATER FROM PIPELINE PIPE O O O TEST WATER DISCHARGE O O/� BRACE FROM PIPELINE \\ O 8" O.D. PIPE - APPROXIMATELY 20' WELDED PLATE LONG - CLOSED AT BOTH ENDS (BOTH ENDS) EXAMPLE OF DEWATER DIFFUSER (ACTUAL SIZE TO BE DETERMINED BY FLOW CONSTRAINTS) 7 TYPICAL WATER DISCHARGE DIFFUSER SCALE: NONE VARIES NORMAL WATER LEVEL GRADE TOP OF I EDGE TOP OF LOW BANK HIGH BANK NORMAL COVER SAG BEND NOTES: LOWEST POI T OF BOTTOM OF DITCH 5'-0" MIN. _ MIN. rYP.) '-- SAG BEND MIN. TO TOP OF PIPE OR WEIGHTS IF REQUIRED OVERBEND (TYP.) 1. THIS DRAWING APPLICABLE TO ALL STREAM OR DITCH CROSSINGS NOT SHOWN INDIVIDUALLY DESIGNED ON OTHER CONSTRUCTION DRAWINGS. 2. BUOYANCY COMPENSATION MEASURES TO BE INSTALLED AS DIRECTED BY COMPANY, IF NOT SPECIFICALLY IDENTIFIED ON ALIGNMENT DRAWINGS. 3. ALL NEW CONSTRUCTION TO BE DONE BY CONTRACTOR. 8 TYPICAL STREAM UNDERCROSSING SCALE: NONE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 REF. DWG(S) ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE#037770 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS Piedmont Natural G COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 4 OPEN -CUT CROSSING WAT E R B O D I E S Rockingham RCenter, Rockingh& Fa etteville RCenter, Fa etteville, North Carolina amesource am esource g g y y SHEET(S) 4 OF 9 DWG SCALE AS NOTED A 07/07/2017 ISSUED FOR 90% REVIEW LBT AE BG AREA CODE DATE N/A SIGNATURE INITIALS N/A REGIONAL ENGINEER DWG DATE 07/06/2017 SUPERSEDED ACCOUNT NUMBER PROJECT NUMBER 2340067 DATE N/A SIGNATURE INITIALS N/A MGR TECHr611 REC & STD DRAWING NUMBER P N G -C-434-0001144 REVISION A DRAWING BY LBT STATION ID N/A DATE 07/07/2017 SIGNATURE / INITIALS RM PRINCIPAL ENGINEER CHECKER INITIALS AE DISCIPLINE /RESOURCE CENTER /LINE NUMBER AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 C/L PROPOSED 30" GAS PIPELINE PR(1P(1SFn qn' TWS PROPOgFII i5' FASFNAFNT FXISTINC; 7(Y FASFMFNT EXIST. 20" LINE 175 4'-0" MIN. OTYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 35' PROPOSED EASEMENT & 70' EXISTING EASEMENT WITH 90' TWS ON THE LEFT C/L PROPOSED 30" GAS PIPELINE �IYEXIST. 20" ` EXIST. 16" LINE 175 LINE 1 4'-0" MIN. 4 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 15' PROPOSED EASEMENT & 45' & 50' EXISTING EASEMENT WITH 90' TWS ON THE LEFT PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 5 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001149 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER al AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 �� I )' �" �� ) 'I,/ PROPOSED 60' TWS TOPSOIL PROPOSED 70' EASEMENT 50' WORKING SIDE C/L PROPOSED 30" GAS PIPELINE 5' OSHA SETBACK PROPOSED 30" NATURAL GAS PIPELINE (3'-6" MINIMUM COVER) O5 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' PROPOSED EASEMENT WITH 60' TWS ON THE LEFT C/L PROPOSED 30" GAS PIPELINE PRC po.gp: I qf)' T\A/S PRc)pn.gFn i..ri' FARFKAFNT 20' NON -WORKING SIDE TRENCH SPOIL 5(�,f_ r- 6" BEDDING (TYP. ) 4'-0" MIN. MRMnONrelWZWWM4ZMAIZ01r1 kIrEXIST. 20" ` EXIST. 16" 4'-0" MIN. LINE 175 LINE 1 6 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 35' PROPOSED EASEMENT & 50' & 25' EXISTING EASEMENT WITH 90' TWS ON THE LEFT PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 6 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001150 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 PRr1PO.gFn qn' T\A/S C/L PROPOSED 30" GAS PIPELINE Ppopo.gm 4n, FARFMFNT O7 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 40' PROPOSED EASEMENT WITH 90' TWS ON THE LEFT C/L PROPOSED 30" GAS PIPELINE i�:r��l�>;y�■zu>rrrr� �:z�71�>;y�.Ter�7�ye�y��r� (I YF'.) 4'-0" MIN. ly��nrre�►rwy�y��i�rrr t I r r./ EXIST. 20" 4'-0" MIN. LINE 175 8 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 30' PROPOSED EASEMENT & 70' EXISTING EASEMENT WITH 90' TWS ON THE LEFT PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 7 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001151 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER al AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 M161 �� I )", , �� I ) EXIST. 16" LINE 1 �� I )"'k, �� I EXISTING 50' EASEMENT ±15' ±25' EXISTING 25' EASEMENT C/L PROPOSED 30" GAS PIPELINE PROPOSED 15'EASEMENT _ 10' NON- WORKING SIDE I I 5' WORKING SIDE 1' MAX 5 OSHA 1 SETBACK I TOPSOIL TRENCH SPOIL PROPOSED 30" NATURAL GAS PIPELINE (3'-6" MINIMUM COVER) 6" BEDDING EXIST. 20" (TYP. ) LINE 175 4'-0" MIN. OTYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 15' PROPOSED EASEMENT & 50' & 25' EXISTING EASEMENT WITH 90' TWS ON THE RIGHT C/L PROPOSED 30" GAS PIPELINE EXISTING 70' EASEMENT 45' NON -WORKING SIDE E 1 MAX ±30' 25' WORKING SIDE 5' OSHA SETBACK I TOPSOIL TRENCH SPOIL I PROPOSED 30" NATURAL GAS SIGNATURE / INITIALS PIPELINE (3'-6" MINIMUM COVER) N/A 6" BEDDING EXIST. 20" (TYP.) LINE 175 ENGINEER DATE 4'-0" MIN. 10 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' EXISTING EASEMENT WITH 85' TWS ON THE RIGHT PROPOSED 90' TWS PROPOSED 85' TWS 0 J PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID I N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 8 OF 9 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 ISUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001152 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER �I AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 C/L PROPOSED 30" GAS PIPELINE 20' NON -WORKING SIDE 1 MAX 1/_ PROPOSED 70' EASEMENT 5' OSHA SETBACK 50' WORKING SIDE i TRENCH SPOIL III PROPOSED 30" NATURAL GAS TOPSOIL PIPELINE (3'-6" MINIMUM COVER) 6" BEDDING (TYP.) 4'-0" MIN. EXISTING 70' EASEMENT 50' NON -WORKING SIDE ±30' 11 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' PROPOSED EASEMENT WITH 55' TWS ON THE RIGHT C/L PROPOSED 30" GAS PIPELINE 20' WORKING SIDE 5' OSHA SETBACK I TOPSOIL TRENCH SPOIL I PROPOSED 30" NATURAL GAS SIGNATURE / INITIALS PIPELINE (3'-6" MINIMUM COVER) N/A 6" BEDDING EXIST. 20" (TYP.) LINE 175 ENGINEER DATE 4'-0" MIN. 12 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' EXISTING EASEMENT WITH 90' TWS ON THE RIGHT PROPOSED 55' TWS PROPOSED 90' TWS PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID 11 N/A CHECKER INITIALS AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 9 OF 10 I DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001153 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER AECOM North Carolina License # C-2990 ROBERT A. MARSZALKOWSKI, PE NORTH CAROLINA LICENSE #037770 C/L PROPOSED 30" GAS PIPELINE EXISTING 70' EASEMENT 40' NON -WORKING SIDE 30' WORKING SIDE ±8' ±32' 5' 1 MAX OSHA SETBACK SETBACK TOPSOIL TRENCH SPOIL PROPOSED 30" NATURAL GAS PIPELINE (3'-6" MINIMUM COVER) 6" BEDDING EXIST. 20" (TYP.) LINE 175 4'-0" MIN. NC)TFS 13 TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 70' EXISTING EASEMENT WITH 80' TWS ON THE RIGHT SLOPE H V[7 VERTICAL WALL 6" BEDDIN REQUIRED SLOPE OF UNSHORED EXCAVATION WALLS 1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OSHA 29 CFR 1926. 2. ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA. 3. CAVE-IN PROTECTION BY SLOPING: PROPOSED 80' TWS a. IF THE SOIL IS ANALYZED, CATEGORIZED AND DOCUMENTED BY A QUALIFIED AND COMPETENT PERSONAS TYPE A, B, OR C SOIL, THE SLOPE WILL BE AS FOLLOWS: TYPE A - 3/4 (H) TO 1 (V), TYPE B -1 TO 1, TYPE C -1'/z TO 1. b. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE WILL BE CONSIDERED TYPE "C" & SLOPED ACCORDING TO OSHA STANDARDS CFR 1926 SUPPORT "P". THE SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE CONSISTENT THROUGHOUT THE TRENCH WALL. 4. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW: TYPE A - VERTICAL CUT CAN BE A MAX. OF 3'/z FT. IN HEIGHT WITH A 3/4 (H) TO 1 (V) SLOPE BUT CAN NOT BE MORE THAN 8 FT. DEEP. VERTICAL CUT CAN BE A MAXIMUM OF 3'/z FT. IN HEIGHT BETWEEN 8 TO 12 FT. IN DEPTH BUT THE SLOPE INCREASES TO 1 TO 1 ABOVE THE VERTICAL CUT. TYPE B - VERTICAL CUT NOT ALLOWED, EXCEPT FOR A BENCH CUT IN COHESIVE B SOIL. TYPE C - VERTICAL CUT NOT ALLOWED. SLOPE TO TOE. PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. I DATE IREVISION(S) DESCRIPTION A 107/07/20171 ISSUED FOR 90% REVIEW BY CHK JAPPID DESCRIPTION LBT AE BG AREA CODE ACCOUNT NUMBER PROJECT NUMBER 2340067 DRAWING BY LBT STATION ID 11 N/A CHECKER INITIALS I AE APPROVALS DATE SIGNATURE / INITIALS N/A N/A REGIONAL ENGINEER DATE SIGNATURE / INITIALS MGR TECH N/A N/A REC & STD DATE SIGNATURE / INITIALS PRINCIPAL 07/07/2017 RM ENGINEER r6111Piedmont Natural Gas COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 LINE 434 PIPELINE PROJECT TYPICAL WORKSPACE CONSTRUCTION METHOD 1 - OPEN -CUT CONVENTIONAL Rockingham Resource Center, Rockingham & Fayetteville Resource Center, Fayetteville, North Carolina REF. DWG(S) SHEET(S) 10 OF 10 1 DWG SCALE AS NOTED DWG DATE 07/06/2017 SUPERSEDED DRAWING NUMBER REVISION P N G -C-434-0001154 A DISCIPLINE / RESOURCE CENTER / LINE NUMBER