The URL can be used to link to this page

Home My WebLink About20210364 Ver 1_USACE SAW 2021-01288 Permitted Plans_202207112a. Site #2a1. Reason 2b. Impact Type 2c. Type of Wetland 2d. Wetland Name 2e. Forested 2f. Type of Jurisdiction 2g. Impact Area ‐ temporary (acres) 2g. Impact Area ‐ permanent (acres) W1 Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure T Headwater Forest Wetland W1 No Corps 0.062 W1A Temporary wetland crossing/ mat placement T Headwater Forest Wetland W1A Yes Corps 0.149 W1B Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W1B Yes Corps 0.058 W2 Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Headwater Forest Wetland W2 Yes Corps 0.066 W3 Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W3 Yes Corps 0.015 W5B‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W5B Yes Corps 0.013 W5B‐B Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Temporary impact within temporary easement. T Headwater Forest Wetland W5B Yes Corps 0.026 W4C Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Bottomland Hardwood Forest W4C Yes Corps 0.001 W4D Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Bottomland Hardwood Forest W4D Yes Corps 0.025 W4A‐A Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Bottomland Hardwood Forest W4A Yes Corps 0.213 W4A‐B Temporary wetland crossing/ mat placement T Bottomland Hardwood Forest W4A Yes Corps 0.194 W4E Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Bottomland Hardwood Forest W4E Yes Corps 0.013 0.099 W4F Open cut, temporary wetland crossing/mat placement, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Bottomland Hardwood Forest W4F Yes Corps 0.063 0.058 W5‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W5 Yes Corps 0.111 W5‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Headwater Forest Wetland W5 Yes Corps 0.070 W6‐A1 Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W6 Yes Corps 0.190 W6‐B1 Temporary wetland crossing/mat placement. Temporary impact within temporary easement.T Headwater Forest Wetland W6 Yes Corps 0.064 W6B Temporary wetland crossing/ mat placement (Access road)Headwater Forest Wetland W6B Yes Corps 0.022 Wetland Impacts 2a. Site #2a1. Reason 2b. Impact Type 2c. Type of Wetland 2d. Wetland Name 2e. Forested 2f. Type of Jurisdiction 2g. Impact Area ‐ temporary (acres) 2g. Impact Area ‐ permanent (acres) Wetland Impacts W6A Temporary wetland crossing/ mat placement. HDD bore of gas line. Permanent impact due to transition of forested to non‐ forest wetland. P Bottomland Hardwood Forest W6A Yes Corps 0.017 W7‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Bottomland Hardwood Forest W7 Yes Corps 0.320 W7‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Bottomland Hardwood Forest W7 Yes Corps 0.096 W7C‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Bottomland Hardwood Forest W7C Yes Corps 0.014 W7C‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Bottomland Hardwood Forest W7C Yes Corps 0.053 W7D‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Bottomland Hardwood Forest W7D Yes Corps 0.017 W7D‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Bottomland Hardwood Forest W7D Yes Corps 0.027 W7E‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W7E Yes Corps 0.004 0.011 W7E‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Headwater Forest Wetland W7E Yes Corps 0.008 W8‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W8 Yes Corps 0.017 0.021 W8‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Headwater Forest Wetland W8 Yes Corps 0.023 W9‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Bottomland Hardwood Forest W9 Yes Corps 0.187 0.276 W9‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Bottomland Hardwood Forest W9 Yes Corps 0.255 W9C‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W9C Yes Corps 0.009 0.028 2a. Site #2a1. Reason 2b. Impact Type 2c. Type of Wetland 2d. Wetland Name 2e. Forested 2f. Type of Jurisdiction 2g. Impact Area ‐ temporary (acres) 2g. Impact Area ‐ permanent (acres) Wetland Impacts W9C‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Headwater Forest Wetland W9C Yes Corps 0.032 W9D‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W9D Yes Corps 0.007 0.012 W9D‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement. T Headwater Forest Wetland W9D Yes Corps 0.012 W9E‐A Open cut, temporary wetland crossing/mat placement, potential sheet pile, dewatering structure. Permanent impact due to transition of forested to non‐forest wetland. P Headwater Forest Wetland W9E Yes Corps 0.007 W9E‐A Permanent acces road crossing in forested wetland P Headwater Forest Wetland W9E Yes Corps 0.002 W9E‐B Temporary wetland crossing/mat placement. Temporary impact within temporary easement.T Headwater Forest Wetland W9E Yes Corps 0.015 Permanent fill mitigation ratio 2:1 Permanent conversion mitigation ratio 1:1 Total:1.408 1.574 Acres Acres 3a. Reason for Impact 3b. Impact Type 3c. Type of Impact 3d. Stream Name 3e. Stream Type 3f. Type of Jurisdiction 3g. Stream Width (ft) 3h. Impact Length (ft) Area of Impact ‐ Temporary (SF) Area of Impact ‐ Permanent (SF) S1 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S1 Intermittent Both 4 78 312 S2 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S2 Intermittent Both 4 81 324 S3 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S3 Intermittent Both 5 106 530 S4 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S4 Perennial Both 4 59 236 S5 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S5 Intermittent Both 2 93 186 S6 Temporary stream crossing/ mat placement T Other S6 Intermittent Both 2 19 38 S7 HDD bore. Temporary stream crossing/ mat placement.T Other S7 Perennial Both 2 20 40 S8 HDD bore. Temporary stream crossing/ mat placement.T Other S8 Perennial Both 10 20 200 S9 HDD bore. Temporary stream crossing/ mat placement.T Other S9 Intermittent Both 4 20 80 S10 HDD bore. Temporary stream crossing/ mat placement.T Other S10A Intermittent Both 10 20 200 S11 HDD bore. Temporary stream crossing/ mat placement.T Other S10 Intermittent Both 12 20 240 S12 HDD bore. Temporary stream crossing/ mat placement.T Other S10B Intermittent Both 3 68 204 S13 Temporary stream crossing ‐ pullback area T Culvert S11B Intermittent Both 2 20 40 S14 Temporary stream crossing ‐ pullback area T Culvert S11C Intermittent Both 2 20 40 S15 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S11A Intermittent Both 2 145 290 S16 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S12 Intermittent Both 3 91 273 S17 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S13 Intermittent Both 2 87 174 S18 HDD bore. Temporary stream crossing/ mat placement.T Other S14 Intermittent Both 5 20 100 S19 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S15A Intermittent Both 8 94 752 Stream Impacts 3a. Reason for Impact 3b. Impact Type 3c. Type of Impact 3d. Stream Name 3e. Stream Type 3f. Type of Jurisdiction 3g. Stream Width (ft) 3h. Impact Length (ft) Area of Impact ‐ Temporary (SF) Area of Impact ‐ Permanent (SF) Stream Impacts S20 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S15B Intermittent Both 8 84 672 S21 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S16 Intermittent Both 8 82 656 S22 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S17 Perennial Both 18 80 1440 S23 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S18 Intermittent Both 4 110 440 S24 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S19 Intermittent Both 3 155 465 S25 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S20 Perennial Both 8 81 648 S26 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S21 Intermittent Both 3 111 333 S27 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S22 Intermittent Both 5 84 420 S28 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S23 Intermittent Both 4 85 340 S29 Temporary stream crossing/ mat placement T Other S23A Intermittent Both 2 28 56 S30 Temporary stream crossing/ mat placement T Other S23B Intermittent Both 2 10 20 S31 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure. Stabilize using Geogrid Channel bank stabilization method seen in plans. T Other S24 Intermittent Both 4 85 340 S32 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S24A Intermittent Both 4 85 340 S33 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S25 Intermittent Both 4 85 340 S34 Permanent stream crossing for operations and maintenance access.P Culvert S25 Intermittent Both 4 15 60 S35 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure. Stabilize using Geogrid Channel bank stabilization method seen in plans. T Other S26 Perennial Both 12 200 2400 3a. Reason for Impact 3b. Impact Type 3c. Type of Impact 3d. Stream Name 3e. Stream Type 3f. Type of Jurisdiction 3g. Stream Width (ft) 3h. Impact Length (ft) Area of Impact ‐ Temporary (SF) Area of Impact ‐ Permanent (SF) Stream Impacts S36 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S27 Intermittent Both 5 201 1005 S37 Open cut, temporary stream crossing/ mat placement, potential blasting, dewatering structure T Other S28 Perennial Both 2 60 120 S38 Permanent stream crossing for regulator station access.P Culvert S28 Perennial Both 2 20 40 Total: 14,294 100 L O C A T I O N M A P NOT TO SCALE N PROPOSEDROUTE DESIGN CONSULTANTS: ENGINEER: W. KEITH GUALTIERI, P.E. ENERGY, LAND, & INFRASTRUCTURE, LLC. 4250 NORTH FAIRFAX DRIVE, SUITE 60 ARLINGTON, VA 22203 703-994-0429 SURVEYOR: TIM VAN GELDER, PLS McKIM & CREED 8020 TOWER POINT DRIVE CHARLOTTE, NC 28227 704-841-2588 © 2021 ENERGY LAND & INFRASTRUCTURE, LLC., ALL RIGHTS RESERVED INF RAST RUC T URE ENGINEERS · SURVEY ORS · INFRASTRUCTURE · ENVIRONMENTAL E N E R G Y L AN D & CARY, NORTH CAROLINA NASHVILLE, TENNESSEE ARLINGTON, VIRGINIA NC LICENSE# P-1289 PR O J E C T N U M B E R : 2 0 - 3 1 - 3 0 0 8 PR O J E C T N A M E : L I N E 1 4 2 P I P E L I N E PR O J E C T P H A S E : I S S U E F O R C O N S T R U C T I O N PU B L I S H D A T E : 5 / 1 1 / 2 0 2 2 CONSTRUCTION PLANS FOR LINE 142 PIPELINE CLAYTON, NORTH CAROLINA CP#: 0232195 JOHN S T O N C O U N T Y WAKE C O U N T Y END PROJECTLAT: N 35.414252°LONG: W 78.231302° BEGIN PROJECTLAT: N 35.402170°LONG: W 78.311459° ISSUE DATE: 05/09/2022 ISSUE FOR CONSTRUCTION US 70 PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 0 . d w g 5 / 1 1 / 2 0 2 2 1 0 : 4 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-0001000 0 1 OF 119 NOT TO SCALELINE 142 PIPELINE COVER SHEETCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC Sheet List Table SHEET NUMBER TITLE PNG NUMBER REVISIONS 1 COVER SHEET PNG-G-142-0001000 0 2 GENERAL NOTES & ABBREVIATIONS PNG-G-142-0001001 0 3 CIVIL DETAILS PNG-G-142-0001002 0 4 CATHODIC DETAILS PNG-G-142-0001004 0 5 CATHODIC TEST STATION SUMMARY PNG-G-142-0001003 0 6 TYPICAL RIGHT-OF-WAY LAYOUT PNG-G-142-0001005 0 7 CONSTRUCTION ACCESS ROADS PNG-C-142-0001000 0 8 CONSTRUCTION ACCESS ROADS PNG-C-142-0001001 0 9 CONSTRUCTION ACCESS ROADS PNG-C-142-0001002 0 10 CONSTRUCTION ACCESS ROADS PNG-C-142-0001003 0 11 CONSTRUCTION ACCESS ROADS PNG-C-142-0001004 0 12 CONSTRUCTION ACCESS ROADS PNG-C-142-0001005 0 13 BILL OF MATERIALS PNG-C-142-0001006 0 14 HYDROSTATIC TEST MAP PNG-C-142-0001010 0 15 MLV-2 DRIVEWAY PERMIT PLAN PNG-C-142-0001007 0 16 AR-003 PERMIT PLAN PNG-C-142-0001008 0 17 AR-009 PERMIT PLAN PNG-C-142-0001009 0 18 CLAYTON COMPRESSOR SITE PLAN PNG-C-142-0001103 0 19 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001016 0 20 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001017 0 21 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001018 0 22 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001019 0 23 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001020 0 24 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001021 0 25 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001022 0 26 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001023 0 27 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001024 0 28 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001025 0 29 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001026 0 30 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001027 0 31 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001028 0 32 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001029 0 33 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001030 0 34 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001031 0 35 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001032 0 36 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001033 0 37 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001034 0 38 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001035 0 39 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001036 0 40 10 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001037 0 41 US 70-NCRR HDD-1 PNG-C-142-0001038 0 42 CITY OF RALEIGH HDD-2 PNG-C-142-0001039 0 43 SHOTWELL RD HDD 3 PNG-C-142-0001040 0 44 SHOTWELL RD HDD 3 PNG-C-142-0001041 0 45 NEUSE RIVER HDD-4 PNG-C-142-0001042 0 46 E GARNER ROAD BORE PNG-C-142-0001043 0 47 BALLOT ROAD BORE PNG-C-142-0001044 0 48 PRITCHARD ROAD BORE PNG-C-142-0001045 0 49 MEDLIN ROAD BORE PNG-C-142-0001046 0 50 GEOTECH BORE LOGS 1 PNG-C-142-0001047 0 51 GEOTECH BORE LOGS 2 PNG-C-142-0001048 0 52 GEOTECH BORE LOGS 3 PNG-C-142-0001049 0 53 GEOTECH BORE LOGS 4 PNG-C-142-0001050 0 54 GEOTECH BORE LOGS 5 PNG-C-142-0001051 0 55 GEOTECH BORE LOGS 6 PNG-C-142-0001052 0 56 E&SC PLAN-1 PNG-C-142-0001055 0 57 E&SC PLAN-2 PNG-C-142-0001056 0 58 E&SC PLAN-3 PNG-C-142-0001057 0 59 E&SC PLAN-4 PNG-C-142-0001058 0 60 E&SC PLAN-5 PNG-C-142-0001059 0 61 E&SC PLAN-6 PNG-C-142-0001060 0 62 E&SC PLAN-7 PNG-C-142-0001061 0 63 E&SC PLAN-8 PNG-C-142-0001062 0 64 E&SC PLAN-9 PNG-C-142-0001063 0 65 E&SC PLAN-10 PNG-C-142-0001064 0 66 E&SC PLAN-11 PNG-C-142-0001065 0 67 E&SC PLAN-12 PNG-C-142-0001066 0 68 E&SC PLAN-13 PNG-C-142-0001067 0 69 E&SC PLAN-14 PNG-C-142-0001068 0 70 E&SC PLAN-15 PNG-C-142-0001069 0 71 E&SC PLAN-16 PNG-C-142-0001070 0 72 E&SC PLAN-17 PNG-C-142-0001071 0 73 E&SC PLAN-18 PNG-C-142-0001072 0 74 E&SC PLAN-19 PNG-C-142-0001073 0 75 E&SC PLAN-20 PNG-C-142-0001074 0 76 E&SC PLAN-21 PNG-C-142-0001075 0 77 E&SC PLAN-22 PNG-C-142-0001076 0 78 E&SC PLAN-23 PNG-C-142-0001077 0 79 E&SC NOTES PNG-C-142-0001079 0 80 E&SC SEEDING REQUIREMENTS PNG-C-142-0001081 0 81 E&SC DETAILS PNG-C-142-0001082 0 82 E&SC DETAILS PNG-C-142-0001083 0 83 E&SC DETAILS PNG-C-142-0001084 0 84 E&SC DETAILS PNG-C-142-0001085 0 85 E&SC DETAILS PNG-C-142-0001091 0 86 NCRR NORFOLK SOUTHERN 092.26-NC PNG-C-142-0001086 0 87 DUKE ENERGY CROSSING-1 PNG-C-142-0001087 0 88 DUKE ENERGY CROSSING-2 PNG-C-142-0001088 0 89 DUKE ENERGY CROSSING-3 PNG-C-142-0001089 0 90 DUKE ENERGY CROSSING-4 PNG-C-142-0001090 0 91 ACCESS RD 003 GRADING & EPSC PNG-C-142-0001092 0 92 ACCESS RD 003 GRADING & EPSC (2)PNG-C-142-0001093 0 93 ACCESS RD 003 GRADING & EPSC (3)PNG-C-142-0001094 0 94 ACCESS RD 007 GRADING & EPSC PNG-C-142-0001011 0 95 ACCESS RD 007 GRADING & EPSC (2)PNG-C-142-0001012 0 96 ACCESS RD 007 GRADING & EPSC (3)PNG-C-142-0001013 0 97 ACCESS RD 009 GRADING & EPSC PNG-C-142-0001014 0 98 ACCESS RD 009 GRADING & EPSC (2) PNG-C-142-0001015 0 99 ACCESS RD 009 GRADING & EPSC (3)PNG-C-142-0001053 0 100 ACCESS RD 009 GRADING & EPSC (4)PNG-C-142-0001054 0 101 ACCESS RD 009 GRADING & EPSC (5) PNG-C-142-0001078 0 102 ACCESS RD 011 GRADING & EPSC PNG-C-142-0001080 0 103 ACCESS RD 011 GRADING & EPSC (2) PNG-C-142-0001095 0 104 ACCESS RD 011 GRADING & EPSC (3)PNG-C-142-0001101 0 105 ACCESS RD 011 GRADING & EPSC (4)PNG-C-017-0001100 0 106 ACCESS RD 012 GRADING & EPSC PNG-C-142-0001107 0 107 ACCESS RD 012 GRADING & EPSC (2) PNG-C-142-0001115 0 108 ACCESS RD 013 GRADING & EPSC PNG-C-142-0001102 0 109 COVERED BRIDGE RS GRADING PLAN PNG-C-025-0001104 0 110 MLV-2 GRADING PLAN PNG-C-142-0001105 0 111 LAUNCHER & RECEIVER PIPING SECTIONS PNG-M-142-0001004 0 112 STREAM BUFFER DETAILS PNG-C-142-0001108 0 113 STREAM BUFFER DETAILS PNG-C-142-0001109 0 114 STREAM BUFFER DETAILS PNG-C-142-0001110 0 115 STREAM BUFFER DETAILS PNG-C-142-0001111 0 116 STREAM BUFFER DETAILS PNG-C-142-0001112 0 117 STREAM BUFFER DETAILS PNG-C-142-0001116 0 118 STREAM BUFFER DETAILS PNG-C-142-0001117 0 119 STREAM BUFFER DETAILS PNG-C-142-0001118 0 REF LAUNCHER SKID DETAIL 1 --2 REF LAUNCHER SKID DETAIL 2 --2 REF LAUNCHER SKID DETAIL 3 --2 REF LAUNCHER SKID DETAIL 4 --2 REF LAUNCHER SKID DETAIL 5 --2 REF LAUNCHER SKID DETAIL 6 --2 REF LAUNCHER SKID DETAIL 7 --2 REF RECEIVER SKID DETAIL 1 --2 REF RECEIVER SKID DETAIL 2 --2 REF RECEIVER SKID DETAIL 3 --2 REF RECEIVER SKID DETAIL 4 --2 REF RECEIVER SKID DETAIL 5 --2 REF RECEIVER SKID DETAIL 6 --2 REF RECEIVER SKID DETAIL 7 --2 05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R US H W Y 7 0 GUY R D GUY R D 0+ 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 BEGIN HDD BORE 7+50 TS TS TS GUY R D END HDD BORE 32+90 SS D SS D SS D SS D SS D SS D SF SFSF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 360 360 36 6 364 360 356 352 356 360 3 5 0 3 5 4 350 356 36 0 36 4 37 2 360 356 368 364 35 8 352 350 3 4 8 35 8 36 0 352 35 8 36 0 - 3 . 7 % -2.7% -3 . 6 % -2 . 5 % -0. 8 % - 3 . 2 % -3.7% -2 . 3 % - 2 . 6 % -3.4% -0 . 0 % - 2 . 1 % - 2 . 5 % -4. 2 % - 1 . 5 % OS F OS F SF SF LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D LOD LOD LOD LOD LOD LODLOD LO D LO D LOD LOD LO D LO D LOD LOD L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LODLO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E ST A . 2 9 + 3 1 0+ 0 0 1+00 2+00 TS SS D SS D SS D SF SF SF LOD LOD LOD L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LO D LO D LOD LOD L O D L O D L O D L O D LO D PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 LOD LOD SF LOD SF LOD LOD LOD L O D PROPOSED 12" STEEL GAS LINE PROPOSED HDD BORE SEE NOTE 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79 SFO L O D START PROJECT L O D LOD PROPOSED ACCESS ROAD AR-001 (TEMPORARY) WETLAND W1A FORESTED, TEMPORARY WETLAND CROSSING/MAT PLACEMENT, NO PERMANENT IMPACT. S F S F LOD LO D LO D TCE S F TWC TWC SF EXIST 180' ELECTRIC TRANSMISSION EASEMENT CS CS EXIST 200' RAILROAD EASEMENT ORANGE SAFETY FENCE TCE OSF OSF WETLAND W2 FORESTED HDD BORE TEMPORARY WETLAND CROSSING/MAT PLACEMENT. NO GRUBBING ALLOWED. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. TB TB STORM WATER POND NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. SEE INSET SHEET INSET WETLAND W1 NON-FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE, NO PERMANENT IMPACT. WETLAND W1B FORESTED, OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE, PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. PIPELINE PULLBACK AREA CTWO CONTRACTOR TO INSTALL RAIN GAUGE PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001055 0 56 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-1CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES NRCS NJ-1 NRCS NJ-2 NRCS NJ-3 PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R SF SF S F SF SF SF S F SF S F SF SF SF SF SF SF SF SF S F SF SF SF SF SF S F S F SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F SFS F SF S F S F SF S F SF S F S F S F S F S F 3 5 8 352 35 0 34 8 3 5 8 3 6 0 35 6 35 2 346 34 2 35 2 3 5 8 3 6 0 364 360 354 352 350 346 34 2 34 0 33 4 330 340 33 6 344 350 356 360 366 368 36 2 36 0 3 5 6 364 360 356 350 346 350 346 340 334 330 324 320 318 316 312 310 31 6 320 324 326 330 334 340 366 360 356 350 346 -3.4 % -0.0% -2. 1 % -4.1% -4 . 5 % -7.1 % -7.5 % -3.6% -5.7% -5. 2 % -1 4 . 9 % -7.3 % -6.2% -8 . 3 % -4.7 % -4.2% -5. 6 % -4.7% -2.5% - 5 . 5 % SF SF SF O S F O S F LOD LOD LOD L O D L O D LOD LOD LOD LOD L O D LOD LOD L O D LOD LOD LOD LODLOD LOD LODL O D LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD L O D L O D LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LODLOD L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD L O D L O D LOD LOD L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODL O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD L O D LOD LOD LOD LOD L O D L O D LOD L O D L O D L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD L O D LOD LOD LOD LOD L O D LOD LOD L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 2 9 + 3 1 M A T C H L I N E S T A . 5 7 + 7 4 E G A R N E R R D BALL O T R D BAL L O T R D S T O N E Y C R E E K R D 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 3 0 + 0 0 3 1 + 0 0 3 2 + 0 0 3 3 + 0 0 3 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 3 8 + 0 0 3 9 + 0 0 4 0 + 0 0 4 1 + 0 0 42+0 0 43+0 0 44+0 0 45+0 0 46+0 0 47+0 0 48+0 0 49+0 0 50+0 0 51+0 0 5 2 + 0 0 5 3 + 0 0 5 4 + 0 0 5 5 + 0 0 5 6 + 0 0 5 7 + 0 0 5 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 6 3 + 0 0 TS T S U T U T U T END HDD BORE 32+90 S S D S S D S S D S S D S S D S S D S S D S S D S S D GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE PROPOSED HDD 1 SEE NOTE 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. LOD LOD LOD LOD LOD LOD L O D L O D S F SF SF SF SF LOD LOD SFO PROPOSED ROAD BORE PROPOSED ROAD BORE EXIST 200' RAILROAD EASEMENT EXIST 180' ELECTRIC TRANSMISSION EASEMENTTCE TCE TCE T C E JH SF JH TWC S F J H J H J H J H SF ORANGE SAFETY FENCE SB OSF OSF SB SB STREAM (S1) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE WETLAND (W3) FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE PERMANENT IMPACT DUE TO TRANSITION OF FORRESTED TO NON-FORRESTED WETLAND STREAM (S2) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB TB TB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001056 0 57 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-2CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACTTHROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAMTHROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENTCROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R BALL O T R D B A L L O T R D S T O N E Y C R E E K R D 5 6 + 0 0 5 7 + 0 0 5 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 6 3 + 0 0 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 6 7 + 0 0 6 8 + 0 0 69 + 0 0 70 + 0 0 71 + 0 0 72 + 0 0 73 + 0 0 74 + 0 0 75 + 0 0 76 + 0 0 77 + 0 0 78 + 0 0 79 + 0 0 80 + 0 0 81 + 0 0 82 + 0 0 83 + 0 0 84 + 0 0 85 + 0 0 86 + 0 0 87 + 0 0 88 + 0 0 TS S S D S S D S S D SS D S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF S F S F S F SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF 31 0 3 1 6 32 0 324 326 330 3 3 4 34 0 366 360 356 350 346 340 350 34 4 34 0 33 4 3 3 0 3 2 6 3 2 0 3 1 6 31 0 304 300 3 4 8 34 4 3 4 0 3 3 6 330 324 320 31 4 310 306 300 290 28 0 270 276 28 0 284 290 29 6 30 0 3 2 0 3 1 0 3 1 6 330 326 336 33 0 32 0 310 300 29 4 290 286 280 274 270 280 286 260 260 270 280 290 300 310 -8. 3 % -4. 7 % -4.4% -4.2% -8 . 7 % -9.0% -7. 9 % -2 2 . 5 % -1 6 . 1 % -5.2 % -17.2 % - 2 3 . 2 % - 1 5 . 4 % -2 3 . 4 % - 6 . 9 % - 4 . 2 % -1 2 . 9 % -9 . 6 % -10 . 8 % - 1 0 . 5 % -7 . 1 % - 1 0 . 0 % -1 5 . 7 % - 5 . 5 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LO D L O D L O D L O D L O D L O D LOD LODLOD LOD LODL O D LOD L O D L O D L O D LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D M A T C H L I N E S T A . 5 7 + 7 4 MA T C H L I N E ST A . 8 6 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LOD LOD LOD SF SF SF SFO SFO SFO PROPOSED ACCESS ROAD AR-002 (TEMPORARY) LOD LOD SF SF TCE SF LOD LOD SF TSC JH JH TCE TCE SB SFO SFO REINFORCED SF ALONG DOWNHILL SIDE OF SIDE SLOPE SB SB SB NOTE: TEMPORARY EASEMENT AREA TO BE USED IF NEEDED. SILT FENCE WILL BE INSTALLED IF THIS AREA IS USED. NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB TB SB SB TB TB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001057 0 58 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-3CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 8 8 + 0 0 8 9 + 0 0 9 0 + 0 0 9 1 + 0 0 9 2 + 0 0 9 3 + 0 0 9 4 + 0 0 9 5 + 0 0 9 6 + 0 0 9 7 + 0 0 9 8 + 0 0 9 9 + 0 0 1 0 0 + 0 0 1 0 1 + 0 0 1 0 2 + 0 0 1 0 3 + 0 0 1 0 4 + 0 0 1 0 5 + 0 0 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 1 0 9 + 0 0 1 1 0 + 0 0 11 1 + 0 0 11 2 + 0 0 11 3 + 0 0 1 1 4 + 0 0 1 1 5 + 0 0 1 1 6 + 0 0 SS D SS D SS D S F SF SF SF SF 2 9 4 29 0 28 6 280 274 27 0 26 4 260 280 286 260 260 270 280 2 7 0 266 2 6 0 250 244 250 260 270 280 2 7 6 2 7 0 260 250 240 232 230 240 250 2 2 0 2 3 0 2 4 0 2 5 0 24 4 23 0 2 2 8 2 4 0 2 5 0 260 270 278 26 4 26 0 2 5 4 2 5 0 246 240 230 22 0 21 0 2 0 0 20 0 210 220 230 230 220 - 6 . 9 % -7.9% -1 1 . 6 % - 1 0 . 4 % -35.9 % -37. 1 % -19. 3 % -15 . 7 % -5. 5 % -13.6% -18 . 1 % -10.1% -2.5% -12.3% -1 0 . 7 % - 1 0 . 0 % - 7 . 1 % -1 0 . 0 % 2 1 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSF SFSFSFSFSFSFSFSFSFSF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CWD CWD CWD CWD LOD LO D LO D LO D LOD L O D LOD LOD LOD LOD LO D LO D LO D LOD LO D L O D LOD LODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LO D LOD L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 8 6 + 2 4 M A T C H L I N E S T A . 1 1 4 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SFO SFO SFO PROPOSED ACCESS ROAD AR-002 (TEMPORARY) PROPOSED ACCESS ROAD AR-003 (PERMANENT) SFO JH JH JH JH TSC SB SB EXIST 180' ELECTRIC TRANSMISSION EASEMENT STREAM S4 CWD S B S B S B S B STREAM (S3) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE CWD CWD NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB TB TB CX CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001058 0 59 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-4CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 11 2 + 0 0 11 3 + 0 0 11 4 + 0 0 11 5 + 0 0 1 1 6 + 0 0 1 1 7 + 0 0 1 1 8 + 0 0 1 1 9 + 0 0 1 2 0 + 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3 + 0 0 1 2 4 + 0 0 1 2 5 + 0 0 1 2 6 + 0 0 12 7 + 0 0 12 8 + 0 0 12 9 + 0 0 13 0 + 0 0 13 1 + 0 0 13 2 + 0 0 13 3 + 0 0 13 4 + 0 0 13 5 + 0 0 13 6 + 0 0 13 7 + 0 0 13 8 + 0 0 13 9 + 0 0 14 0 + 0 0 14 1 + 0 0 14 2 + 0 0 14 3 + 0 0 14 4 + 0 0 14 5 + 0 0 TS SS D S S D S F S F S F SF SF SF SF SF SF SF SF SF SF 200 210 220 230 230 220 190 2 0 0 210 206 214 220 210 220 230 240 246 220 230 240 236 240 250 2 4 6 2 4 4 24 8 190 200 194 206 210 216 -10.1 % -4. 6 % -6 . 6 % -1 3 . 2 % -4.8% -8.5 % -6. 9 % - 7 . 0 % -7 . 4 % -5 . 2 % -1 0 . 7 % -5.8% - 1 6 . 7 % -8.1% - 8 . 6 % -20 . 8 % -26. 2 % SF SF SFSFSFSF SFSF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SFSF S F SF SF SFSF SF SFS F S F SFSF SFSF SF SF SF SF CWD CWD CW D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD L O D L O D L O D LO D L O D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D L O D L O D L O D LOD L O D L O D LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D M A T C H L I N E ST A . 1 1 4 + 2 4 MA T C H L I N E ST A . 1 4 3 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LO D LODLOD LOD SF SF SF LO D CF S LOD SF SFO SFO SFO SFO SFO PROPOSED ACCESS ROAD AR-003 (PERMANENT) SFO LOD FOR CONTINUATION SEE SHEET PNG-C-142-0001074 SFO SFO SFO TSC TSC JH JH SFO EXIST 180' ELECTRIC TRANSMISSION EASEMENT NOTE: PROVIDE ACCESS FOR DOMINION ENERGY EASEMENT STREAM (S4) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S5) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE DOMINI O N E N E R G Y 5 0 ' E A S E M E N T NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001059 0 60 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-5CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-4 LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 1 4 2 + 0 0 1 4 3 + 0 0 1 4 4 + 0 0 1 4 5 + 0 0 1 4 6 + 0 0 1 4 7 + 0 0 14 8 + 0 0 14 9 + 0 0 15 0 + 0 0 15 1 + 0 0 15 2 + 0 0 15 3 + 0 0 15 4 + 0 0 15 5 + 0 0 15 6 + 0 0 15 7 + 0 0 15 8 + 0 0 15 9 + 0 0 16 0 + 0 0 16 1 + 0 0 16 2 + 0 0 16 3 + 0 0 16 4 + 0 0 16 5 + 0 0 16 6 + 0 0 16 7 + 0 0 16 8 + 0 0 16 9 + 0 0 17 0 + 0 0 17 1 + 0 0 17 2 + 0 0 BEGIN HDD BORE 150+06 END HDD BORE 163+81 TSSS D SS D S S D SS D SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F 20 2 210 220 2 0 0 190 18 6 1 9 0 2 0 0 2 0 6 2 1 0 214 220 198 190 180 176 180 190 200 210 1 9 0 1 8 0 18 0 176 170 174 180 190 200 210 19 0 1 9 6 2 0 0 21 0 20 4 - 1 0 . 7 % -5.8 % - 1 6 . 7 % -14 . 7 % -10 . 6 % - 6 . 2 % - 6 . 9 % -3 . 7 % - 1 . 9 % -2 4 . 2 % -7.6 % -6.2% - 9 . 2 % SF S FSFSF SF SFSFSFSFSFSF SFSF L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD L O D LOD LOD L O D LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 1 4 3 + 2 4 MA T C H L I N E ST A . 1 7 1 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE PROPOSED HDD 2 SEE NOTE 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. LOD LOD LOD LOD LOD LOD LOD SF SFSFO SFO APPROX. LIMITS OF CONSERVATION AREA APPROX. LIMITS OF CONSERVATION AREA SFO SFO TSC STREAM (S6) (INTERMITTENT) TEMPORARY STREAM CROSSING/MAT PLACEMENT NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB STREAM (S7) (PERENNIAL) HDD BORE, TEMPORARY STREAM CROSSING. SFO WETLAND W5B-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS WETLAND W5B-B FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001060 0 61 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-6CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-5 NRCS NJ-6 LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R EA S O N D R CA R O L D R S H O T W E L L R D 17 0 + 0 0 17 1 + 0 0 17 2 + 0 0 17 3 + 0 0 17 4 + 0 0 17 5 + 0 0 17 6 + 0 0 17 7 + 0 0 17 8 + 0 0 17 9 + 0 0 18 0 + 0 0 18 1 + 0 0 18 2 + 0 0 18 3 + 0 0 18 4 + 0 0 18 5 + 0 0 18 6 + 0 0 18 7 + 0 0 18 8 + 0 0 18 9 + 0 0 19 0 + 0 0 1 9 1 + 0 0 1 9 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 1 9 5 + 0 0 1 9 6 + 0 0 1 9 7 + 0 0 1 9 8 + 0 0 1 9 9 + 0 0 2 0 0 + 0 0 2 0 1 + 0 0 2 0 2 + 0 0 BEGIN HDD BORE 176+15 RYANS LN TS SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F SF S F S F S F S F S F S F SF 19 0 17 4 18 0 17 0 190 160 170 180 190 180 170 164 170 18 0 190 188 190 1 8 0 1 7 0 160 170 180 190 200 210 220 230 240 250 158 160 170 180 190 1 7 0 1 8 0 1 9 0 2 0 0 21 0 18 0 19 0 2 0 0 - 1 . 9 % - 0 . 1 % - 1 9 . 9 % -6.0% -15.8% -13.1% -1 6 . 0 % -2 9 . 5 % -4 0 . 8 % - 1 2 . 8 % -18.2% -8.4 % -19.8 % -18. 8 % - 7 . 7 % LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLODLODLODLODLOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LODLODLODLOD LO D LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D LOD LOD LOD L O D LOD L O D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD MA T C H L I N E ST A . 1 7 1 + 2 4 M A T C H L I N E S T A . 1 9 9 + 2 4 PUMP STATION S F S F S F S F S F SF SF 2 0 0 210 20 4 - 2 . 2 % -5.7% - 5 . 0 % - 4 . 3 % - 0 . 1 % 220 2 1 0 20 0 L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LOD L O D LOD S F L O D S F LOD SF L O D L O D S F SFO SFO SFO SFO PROPOSED ACCESS ROAD AR-004 (PERMANENT) PROPOSED ACCESS ROAD AR-006 (TEMPORARY) PROPOSED HDD 3 SEE NOTE 1. SEE LINE 142 REQUIREMENTS ON SHEET 79 LOD MATCHLINE - SEE INSET THIS SHEET MATCHLINE TCE TCE L O D S F L O D S F WAK E C O U N T Y JOH N S T O N C O U N T Y GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 SFO TWC TSC INSTALL MARKERS @ 50 FT INTERVALS ALONG BORE PATH NOTES: 1. DEWATER STRUCTURE CAN BE BUILT IN THE 20 FT HDD AREA TO GET TEST WATER OFF ROW, WETLAND W4A-A FORESTED HDD BORE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WESTLAND NO ACCESS TO ALIGNMENT FROM SHOTWELL RD. OLD B A U C O M R D NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. WETLAND W4A-B FORESTED TEMPORARY ACCESS ROAD- WETLAND CROSSING / MAT PLACEMENT. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. STREAM (S8) (PERENNIAL) HDD BORE,TEMPORARY STREAM CROSSING. STREAM (S9) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. SFO WETLAND W4D FORESTED HDD BORE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W4C FORESTED HDD BORE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. PLACE TIMBER MATS TO PROVIDE ACCESS FROM EASON DRIVE. AVOID TRACKING MUD ONTO PAVED ROAD. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001061 0 62 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-7CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-7 LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 19 7 + 0 0 19 8 + 0 0 19 9 + 0 0 20 0 + 0 0 20 1 + 0 0 20 2 + 0 0 20 3 + 0 0 20 4 + 0 0 20 5 + 0 0 20 6 + 0 0 20 7 + 0 0 20 8 + 0 0 20 9 + 0 0 21 0 + 0 0 21 1 + 0 0 21 2 + 0 0 21 3 + 0 0 21 4 + 0 0 21 5 + 0 0 21 6 + 0 0 21 7 + 0 0 21 8 + 0 0 21 9 + 0 0 22 0 + 0 0 22 1 + 0 0 22 2 + 0 0 22 3 + 0 0 22 4 + 0 0 22 5 + 0 0 22 6 + 0 0 22 7 + 0 0 END HDD BORE 208+86 TS SS D SFSF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF S F SF SF SF SF SF 154 160 166 170 176 180 184 190 19 6 2 0 0 154 160 170 180 190 200 168 160 160 164 170 180 190 200 210 220 172 170 16 0 1 6 6 1 7 0 176 180 16 6 162 166 170 18 0 - 8 . 4 % -1 0 . 2 % -3. 8 % -1 0 . 9 % - 6 . 3 % -3.4 % - 5 . 5 % - 1 3 . 4 % - 4 . 6 % - 3 6 . 5 % -8.1 % SFSFSFSF SF SF SF SF SF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E ST A . 1 9 9 + 2 4 MA T C H L I N E ST A . 2 2 6 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LOD LOD LODSF SF PROPOSED HDD 3 SEE NOTE 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. SFSFO SF TWC TSC TSC EXIST 80' ELECTRIC TRANSMISSION EASEMENT CS CS CS CS JH JH NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. SB S B S B STREAM (S11) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. WETLAND W5-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W6-B1 FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W5-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W6-A1 FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. TB TB TB TB TB TB STREAM (S10) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING WETLAND W4E FORESTED HDD BORE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. STREAM (S12) (INTERMITTENT) TEMPORARY STREAM CROSSING / MAT PLACEMENT TB TB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001062 0 63 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-8CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM WETLAND W4F FORESTED OPEN CUT FOR GAS LINE TEMPORARY WETLAND CROSSING DEWATERING STRUCTURE PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 22 4 + 0 0 22 5 + 0 0 22 6 + 0 0 22 7 + 0 0 22 8 + 0 0 22 9 + 0 0 23 0 + 0 0 23 1 + 0 0 23 2 + 0 0 23 3 + 0 0 23 4 + 0 0 23 5 + 0 0 23 6 + 0 0 23 7 + 0 0 23 8 + 0 0 23 9 + 0 0 24 0 + 0 0 24 1 + 0 0 24 2 + 0 0 24 3 + 0 0 24 4 + 0 0 24 5 + 0 0 24 6 + 0 0 24 7 + 0 0 24 8 + 0 0 24 9 + 0 0 250 + 0 0 251+ 0 0 25 2 + 0 0 25 3 + 0 0 25 4 + 0 0 25 5 + 0 0 25 6 + 0 0 2 5 7 + 0 0 2 5 8 + 0 0 TS SS D SS D SS D S F SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF S F SF SF SF 1 7 0 1 8 0 1 9 0 2 0 0 19 0 200 210 210 220 194 190 180 170 164 160 18 0 19 0 20 0 21 0 2 2 0 2 3 0 2 4 0 2 5 0 2 6 0 25 0 24 0 23 0 22 0 21 0 20 0 1 9 0 18 0 17 0 190 200 178 190 20 0 21 0 22 0 23 0 240 230 220 21 0 20 0 19 0 210 220 230 2 1 0 2 2 0 2 0 0 1 9 0 1 8 0 1 6 6 1 7 0 1 8 0 1 7 0 1 8 0 1 9 0 -6.3% -9 . 5 % -1 0 . 6 % -12.6% -7.4 % -8 . 5 % -16 . 1 % -21.2 % -11.1% -13.0% -9.8% -9. 4 % -17. 2 % -9 . 0 % -8 . 3 % - 8 . 5 % -16. 8 % - 7 . 9 % -7.7 % -19 . 7 % -17. 7 % -13.1% -15.1% -11 . 8 % -7 . 3 % SF SF SF SF SF SF SF SF SF SF S F SF L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD L O D L O D L O D LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD L O D L O D L O D L O D LODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLOD LOD LOD LOD LODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 2 2 6 + 2 4 MA T C H L I N E ST A . 2 5 6 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF PROPOSED ACCESS ROAD AR-007A (TEMPORARY) PROPOSED ACCESS ROAD AR-007 (PERMANENT) SFO SFO S F O SFO SFO LO D SF FOR CONTINUATION SEE SHEET PNG-C-142-0001075 PULLBACK AREA FOR HDD JH JHJH JH SF SF JH JH TSC TSC TSC SB SFO SFO SBS B SB STREAM (S15) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S16) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S13) (INTERMITTENT) TEMPORARY STREAM CROSSING NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. TB TB TB T B S F JH JH JH JH JH LO D SF STREAM (S14) (INTERMITTENT) TEMPORARY STREAM CROSSING TB TB TB CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001063 0 64 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-9CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 25 4 + 0 0 25 5 + 0 0 25 6 + 0 0 2 5 7 + 0 0 2 5 8 + 0 0 25 9 + 0 0 26 0 + 0 0 26 1 + 0 0 26 2 + 0 0 26 3 + 0 0 26 4 + 0 0 26 5 + 0 0 26 6 + 0 0 26 7 + 0 0 26 8 + 0 0 26 9 + 0 0 27 0 + 0 0 27 1 + 0 0 27 2 + 0 0 27 3 + 0 0 2 7 4 + 0 0 2 7 5 + 0 0 2 7 6 + 0 0 2 7 7 + 0 0 2 7 8 + 0 0 2 7 9 + 0 0 2 8 0 + 0 0 2 8 1 + 0 0 2 8 2 + 0 0 2 8 3 + 0 0 2 8 4 + 0 0 2 8 5 + 0 0 2 8 6 + 0 0 TS S S D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 21 0 2 0 0 1 9 0 1 8 0 18 0 1 9 0 2 0 0 21 0 22 0 2 3 0 1 6 6 1 7 0 1 8 0 1 7 0 18 0 1 9 0 2 0 0 21 0 22 0 228 230 22 0 210 2 0 0 19 0 1 8 0 230 224 220 214 210 20 6 200 196 190 2 2 0 2 1 4 2 1 0 21 0 206 200 206 198 -7.7% -19 . 7 % -14.8% -27.8%-3.5% -2 . 7 % - 4 . 3 % -4. 0 % -9.4% - 1 1 . 5 % -4.4% -5.5 % -3.2% -4.8 % - 9 . 4 % -5. 0 % -7 . 9 % -6.3% -15.1% -11 . 8 % SF SF SF S F SF SF SF SF SF SFSF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLOD L O D LOD LOD LODLODLODLODLODLOD MA T C H L I N E ST A . 2 5 6 + 2 4 M A T C H L I N E S T A . 2 8 4 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LOD LO D LO D SF SF LOD SF SF LOD SF LOD SF SFSFO SFO PROPOSED ACCESS ROAD AR-008 (PERMANENT) FOR CONTINUATION SEE SHEET PNG-C-142-0001075 LOD LOD SF TSC S B JH JH JH JH SFO S B S B S B S B S B S B STREAM (S17) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE TB TB NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. SFO TB TB TB TB TB TB CX CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001064 0 65 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-10CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R N E U S E R I V E R 28 3 + 0 0 28 4 + 0 0 28 5 + 0 0 28 6 + 0 0 28 7 + 0 0 28 8 + 0 0 28 9 + 0 0 29 0 + 0 0 2 9 1 + 0 0 2 9 2 + 0 0 2 9 3 + 0 0 2 9 4 + 0 0 2 9 5 + 0 0 2 9 6 + 0 0 2 9 7 + 0 0 2 9 8 + 0 0 2 9 9 + 0 0 3 0 0 + 0 0 3 0 1 + 0 0 3 0 2 + 0 0 3 0 3 + 0 0 3 0 4 + 0 0 3 0 5 + 0 0 3 0 6 + 0 0 3 0 7 + 0 0 3 0 8 + 0 0 3 0 9 + 0 0 3 1 0 + 0 0 3 1 1 + 0 0 3 1 2 + 0 0 3 1 3 + 0 0 3 1 4 + 0 0 BEGIN HDD BORE 291+87 END HDD BORE 313+84 SS D S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S FSFSFSFSFSFSFSF SF SF SF SF SF SF 2 0 0 2 0 6 19 8 19 0 18 0 1 7 0 1 7 6 18 6 1 7 0 1 6 0 1 5 0 1 5 0 1 4 0 1 4 0 15 0 190 182 1 8 0 176 170 160 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 19 0 200 210 220 1 6 0 170 180 190 20 0 210 220 23 0 2 4 0 2 5 0 -6.8% -5.1% -21.4% - 1 5 . 6 % -24.9% -7.7% -2 7 . 3 % -13.8 % -10.0% -12.4 % - 9 . 0 % -23.5% -25.4% - 1 5 . 3 % -9 . 4 % - 7 . 7 % LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LODLODLODLODLODLODLODLODLODLODLOD L O D L O D LODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD MA T C H L I N E ST A . 2 8 4 + 2 4 M A T C H L I N E S T A . 3 1 3 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE PROPOSED HDD 4 SEE NOTE 1. LOD LOD LOD LOD SF SFLOD SF SFO SFO SFO APPROX. LIMITS OF CONSERVATION AREA APPROX. LIMITS OF CONSERVATION AREA TSCCS CS CS CS SF SF NEUSE RIVER TRAIL. SEE NOTE 2 ON SHEET 66. NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. 2. INSTALL MAT BRIDGE OR FLUME AND FABRIC CROSSING ACROSS FILL WIDTH OF EASEMENT. NEUSE RIVER CROSSING BY HDD BORE STREAM (S18) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. WETLAND W6A FORESTED HDD BORE TEMPORARY WETLAND CROSSING / MAT PLACEMENT. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001065 0 66 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-11CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 31 2 + 0 0 31 3 + 0 0 31 4 + 0 0 31 5 + 0 0 31 6 + 0 0 31 7 + 0 0 31 8 + 0 0 31 9 + 0 0 3 2 0 + 0 0 3 2 1 + 0 0 3 2 2 + 0 0 3 2 3 + 0 0 3 2 4 + 0 0 3 2 5 + 0 0 3 2 6 + 0 0 3 2 7 + 0 0 3 2 8 + 0 0 3 2 9 + 0 0 3 3 0 + 0 0 3 3 1 + 0 0 3 3 2 + 0 0 3 3 3 + 0 0 3 3 4 + 0 0 3 3 5 + 0 0 33 6 + 0 0 33 7 + 0 0 33 8 + 0 0 33 9 + 0 0 34 0 + 0 0 34 1 + 0 0 342 + 0 0 343 + 0 0 END HDD BORE 313+84 TS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CWD CWD CWD SFSFSF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2 5 0 258 25 0 24 0 23 0 22 0 21 0 200 190 180 170 25 6 250 240 23 0 25 0 2 5 4 240 25 0 24 0 230 22 0 2 1 0 20 0 19 0 1 8 0 1 7 0 1 6 8 1 8 0 190 200 206 210 1 6 0 1 7 0 1 8 0 19 0 17 0 18 0 1 5 0 160162 17 0 1 8 0 190 200 1 9 4 1 9 0 18 0 17 0 16 0 154 16 0 -9 . 0 % - 4 . 9 % -1 6 . 0 % -7.8%-5.7% -6.4 % -13.7% -7.5% - 1 1 . 5 % -26.3 % -1 8 . 6 % -8 . 1 % -19 . 8 % -11 . 4 % -1 5 . 5 % -1 1 . 1 % -9 . 0 % -1 8 . 8 % -5.3% SFSFSFSFSF S F S F SF LOD LOD LOD LOD LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D LOD LOD LOD L O D L O D LODLO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D LOD LODLODLOD L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD MA T C H L I N E ST A . 3 1 3 + 2 4 MA T C H L I N E ST A . 3 4 1 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LO D LOD LOD SF LO D SF LOD SF LOD SF SFO SFO SFO SFO PROPOSED ACCESS ROAD AR-009 (PERMANENT) SFO SFO FOR CONTINUATION SEE SHEET PNG-C-142-0001076 SFO SFO CWD TSC SF NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. 2. INSTALL MAT BRIDGE OR FLUME AND FABRIC CROSSING ACROSS FULL WIDTH OF EASEMENT. S B S B SFOSFO STREAM (S19) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE TB TB STREAM (S20) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE TB TB CX SFJ SB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001066 0 67 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-12CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-8 LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R PR I T C H A R D R D 3 3 9 + 0 0 3 4 0 + 0 0 3 4 1 + 0 0 34 2 + 0 0 34 3 + 0 0 34 4 + 0 0 34 5 + 0 0 34 6 + 0 0 34 7 + 0 0 34 8 + 0 0 349 + 0 0 350 + 0 0 351+00 352 + 0 0 35 3 + 0 0 35 4 + 0 0 35 5 + 0 0 35 6 + 0 0 35 7 + 0 0 35 8 + 0 0 35 9 + 0 0 36 0 + 0 0 36 1 + 0 0 36 2 + 0 0 36 3 + 0 0 36 4 + 0 0 36 5 + 0 0 36 6 + 0 0 36 7 + 0 0 36 8 + 0 0 36 9 + 0 0 37 0 + 0 0 37 1 + 0 0 37 2 + 0 0 37 3 + 0 0 TS SF SF S F SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SF SF 150 160162 170 180 190 200 170 160 180 15 6 160 170 18 0 19 0 190 180 170 160 150 160 170 1 8 0 1 8 6 1 7 0 1 6 0 15 4 16 0 170 150 160 17 0 180 180 170 160 156 160 164 170 180 190 190 200 210 16 2 1 7 0 1 8 0 1 9 0 17 0 18 0 190 200 210 220 2 1 0 2 0 0 1 9 0 18 0 170 160 154 1 6 0 160 170 - 9 . 6 % -25.9% -19.8% -1 1 . 4 % - 1 4 . 0 % - 1 6 . 7 % - 1 6 . 5 % -10. 1 % -13.5 % -18.3% -2 2 . 5 % -3 0 . 9 % - 1 3 . 9 % -25.0% - 4 . 1 % - 1 3 . 9 % -3 . 7 % -11 . 2 % -11.8 % -15 . 6 % -9. 8 % - 1 5 . 5 % S F SFSF SFSFSF SFSF SF SF SF S F S F S F SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LODLO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LO D LOD LO D LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD L O D LODLODLO D LODLODLODLODLODLODLO DLOD LOD LOD LOD LOD L O D LOD LOD LOD LOD M A T C H L I N E S T A . 3 4 1 + 7 4 MA T C H L I N E ST A . 3 6 8 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD SF SFO SFO SFO L O D S F LOD LOD L O D LOD LOD SF LOD SF SF TCE TCE JH SB TSC TWC PROPOSED ROAD BORE SFO CLEAR, SEED & STRAW USSE AREA S F O SB TSC SB SB SB S B S B TS C SFO SFO SFO SFO TSC STREAM (S22) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE, BANK STABILIZATION. STREAM (S23) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S24) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE TB TB NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. WETLAND W7-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7-A FORESTED OPEN CUT FOR GAS LINE. TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. STREAM (S21) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE, BANK STABILIZATION. TB TB TB TB TB TB C X S B S B SFJ CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001067 0 68 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-13CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R ME D L I N R D 3 6 6 + 0 0 3 6 7 + 0 0 3 6 8 + 0 0 3 6 9 + 0 0 3 7 0 + 0 0 3 7 1 + 0 0 3 7 2 + 0 0 3 7 3 + 0 0 3 7 4 + 0 0 3 7 5 + 0 0 3 7 6 + 0 0 3 7 7 + 0 0 3 7 8 + 0 0 3 7 9 + 0 0 3 8 0 + 0 0 3 8 1 + 0 0 3 8 2 + 0 0 3 8 3 + 0 0 38 4 + 0 0 38 5 + 0 0 38 6 + 0 0 38 7 + 0 0 38 8 + 0 0 38 9 + 0 0 39 0 + 0 0 39 1 + 0 0 39 2 + 0 0 39 3 + 0 0 39 4 + 0 0 39 5 + 0 0 39 6 + 0 0 39 7 + 0 0 39 8 + 0 0 39 9 + 0 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 160 154 16 0 160 170 16 2 17 0 18 0 19 0 200 210 220 194 190 180 170 160 160 1 7 0 1 8 0 1 9 0 20 0 180 1 7 0 16 2 1 7 0 1 8 0 - 4 . 1 % - 1 3 . 9 % -12.6 % -9. 6 % -9 . 0 % -28. 0 % -11 . 3 % -8 . 0 % - 1 5 . 5 % -9 . 1 % -9. 5 % - 8 . 1 % SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LO D LOD LOD LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO DLOD LO D LO D LO D LO DLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 3 6 8 + 7 4 MA T C H L I N E ST A . 3 9 7 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD SF SFO SFO LOD SF LOD TWC SFO SFO SFO SFO SB SB TSCSFO SFO NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. STREAM (S25) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE TB TB WETLAND W7-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W7C-B FORESTED TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FOREST WETLANDS. WETLAND W7C-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7D-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7D-B FORESTED TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FOREST WETLANDS. WETLAND W7E-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7E-B FORESTED TEMPORARY WETLAND CROSSING/ MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FOREST WETLANDS. SB TB TB TB TB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001068 0 69 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-14CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-10 NRCS NJ-9 LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R ME D L I N R D 39 7 + 0 0 39 8 + 0 0 39 9 + 0 0 40 0 + 0 0 40 1 + 0 0 40 2 + 0 0 40 3 + 0 0 40 4 + 0 0 40 5 + 0 0 40 6 + 0 0 40 7 + 0 0 4 0 8 + 0 0 4 0 9 + 0 0 4 1 0 + 0 0 4 1 1 + 0 0 4 1 2 + 0 0 4 1 3 + 0 0 4 1 4 + 0 0 4 1 5 + 0 0 4 1 6 + 0 0 4 1 7 + 0 0 4 1 8 + 0 0 4 1 9 + 0 0 4 2 0 + 0 0 4 2 1 + 0 0 4 2 2 + 0 0 4 2 3 + 0 0 4 2 4 + 0 0 4 2 5 + 0 0 4 2 6 + 0 0 4 2 7 + 0 0 TSSF SF SF SF 1 8 6 1 9 0 19 8 200 2 1 0 220 180 174 170 174 180 190 200 208 190 20 0 21 0 218 20 0 19 0 18 0 1 9 0 194 18 4 180 180 1 9 0 194 182 200 210 19 0 20 0 -3. 5 % -1 5 . 1 % - 9 . 1 % -12.9% -12.9% -1 0 . 4 % -1 6 . 5 % -10.5% -8.9% -8.9% - 1 2 . 8 % -4.8% -9.0% SF SF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF S F SF SF SF SF SF SF SF SF LOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLODLOD LODLOD LODLODLOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E ST A . 3 9 7 + 7 4 M A T C H L I N E S T A . 4 2 6 + 2 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY STREAM (S26) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S27) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE WETLAND W8-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W9-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. WETLAND W8-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W9-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. PROPOSED 12" STEEL GAS LINE LOD LOD LOD SF LOD SFSFO SFO SFO SFO PROPOSED ROAD BORE SFO SFO SFO SFO SFO TWC TSC TWC TSC ADDRESS EXISTING CHANNEL HERE TO AVOID DUMPING RUNOFF INTO WETLAND AREA (BOTH DURING & POST CONSTRUCTION) S B SB TB TB TBTB TB TB S B S B S B TB TB TB TB CTWO PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001069 0 70 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-15CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 4 2 6 + 0 0 4 2 7 + 0 0 4 2 8 + 0 0 4 2 9 + 0 0 4 3 0 + 0 0 4 3 1 + 0 0 43 2 + 0 0 43 3 + 0 0 43 4 + 0 0 43 5 + 0 0 43 6 + 0 0 43 7 + 0 0 43 8 + 0 0 43 9 + 0 0 44 0 + 0 0 44 1 + 0 0 4 4 2 + 0 0 44 3 + 0 0 44 4 + 0 0 4 4 5 + 0 0 4 4 6 + 0 0 4 4 7 + 0 0 44 8 + 0 0 44 9 + 0 0 4 5 0 + 0 0 4 5 1 + 0 0 4 5 2 + 0 0 4 5 3 + 0 0 4 5 4 + 0 0 45 5 + 0 0 45 6 + 0 0 TS SF SF SF SF SF SF S F S F SF SF 19 0 2 0 0 2 1 0 200 210 220 224 202 210 220 230 240 248 212 220 230 240 250 224 220 210 200 190 200 210 220 230 194 200 208 23 0 2 4 0 2 5 0 2 6 0 21 0 22 0 22 0 204 210 22 0 23 0 -4.8 % -9.0% -8.0 % -5.9% -8.4 % - 9 . 4 % -6.3 % -17.6% - 9 . 1 % -9 . 2 % -13.1% -16.0% -11 . 5 % -13. 2 % -12.9% -8.9% -17 . 0 % -12. 5 % -6 . 4 % -7.5% SF SF SFSF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D L O D L O D LO D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODLOD LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LOD LOD LODLO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODL O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E S T A . 4 2 6 + 2 4 MA T C H L I N E ST A . 4 5 4 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD LO D LOD LOD SF LOD SF LOD SF LO D SF SF SFO SFO SFO SFO SFO SFO PROPOSED ACCESS ROAD AR-011 (PERMANENT) FOR CONTINUATION SEE SHEET PNG-C-142-0001077 SFO TSC TSC NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. S B S B S B S B SB SFO SFO STREAM (S28) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, DEWATERING STRUCTURE TBTB TB WETLAND W9C-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT. POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. STREAM (S29) (INTERMITTENT) TEMPORARY STREAM CROSSING STREAM (S30) (INTERMITTENT) TEMPORARY CROSSING STREAM WETLAND W9C-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W9D-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W9D-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT. POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. TB TB TB TB TB PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001070 0 71 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-16CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 45 3 + 0 0 45 4 + 0 0 45 5 + 0 0 45 6 + 0 0 45 7 + 0 0 45 8 + 0 0 45 9 + 0 0 46 0 + 0 0 46 1 + 0 0 46 2 + 0 0 46 3 + 0 0 46 4 + 0 0 46 5 + 0 0 46 6 + 0 0 46 7 + 0 0 46 8 + 0 0 4 6 9 + 0 0 4 7 0 + 0 0 4 7 1 + 0 0 4 7 2 + 0 0 4 7 3 + 0 0 4 7 4 + 0 0 4 7 5 + 0 0 4 7 6 + 0 0 4 7 7 + 0 0 4 7 8 + 0 0 4 7 9 + 0 0 4 8 0 + 0 0 4 8 1 + 0 0 4 8 2 + 0 0 4 8 3 + 0 0 4 8 4 + 0 0 4 8 5 + 0 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 23 0 2 4 0 2 5 0 2 6 0 23 0 2 4 0 250 2 6 0 2 7 0 28 0 29 0 300 210 220 22 0 230 204 210 220 23 0 220 210 2 1 0 2 2 0 2 3 0 24 0 230 236 270 26 0 25 0 2 4 0 250 260 270 254 250 240 230 220 240242 260 272 280 29 0 27 0 260 250 240 250 250 260 270 280 260 27 0 280 280 2 9 0 3 0 0 -1 3 . 2 % -12. 9 % -8.9%-1 7 . 0 % -12.2% -1 1 . 9 % -18.4 % - 1 2 . 7 % -9.7% -1 2 . 7 % - 1 7 . 0 % -4 4 . 0 % -2 6 . 2 % - 1 3 . 7 % -8. 9 % - 1 5 . 5 % - 1 7 . 2 % -14.5 % -17. 1 % - 1 6 . 6 % -2 0 . 3 % SFSF SF SF SFSFSFSFSFSF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD L O D LOD LODLODLOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD MA T C H L I N E ST A . 4 5 4 + 7 4 M A T C H L I N E ST A . 4 8 3 + 7 4 467 + 0 0 468 + 0 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD SF LOD LOD SF SF SFO SFO SFO SFO SFO LOD LOD SFO SFO SFO SFO SFOTSC TSC TSC SFO NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. CWD STREAM (S33/34) (INTERMITTENT) OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S31) (INTERMITTENT) OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE. STABILIZE STREAM 24 CROSSING USING THE GEOGRID CHANNEL BANK STABILIZATION METHOD. SEE DETAIL SHEET PNG-C-142-0001082 TBTB TB TB TB INSTALL PERMANENT CROSSING FOR O&M ACCESS. (TWIN 30" CMP PIPE SIZE) INSTALL PERMANENT CROSSING FOR O&M ACCESS. (TWIN 36" CMP PIPE SIZE) STREAM (S32) (INTERMITTENT) OPEN CUT FOR GAS LINE, POTENTIAL BLASTING, DEWATERING STRUCTURE. WETLAND W9E-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET BLASTING, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W9E-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001071 0 72 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-17CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-11 WETLAND W9E-A FORESTED PERMANENT CROSSING FILL PLACEMENT LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM INSET 1 SEE INSET 1 u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 504+68 476+ 0 0 4 7 7 + 0 0 4 7 8 + 0 0 4 7 9 + 0 0 4 8 0 + 0 0 4 8 1 + 0 0 4 8 2 + 0 0 4 8 3 + 0 0 4 8 4 + 0 0 4 8 5 + 0 0 4 8 6 + 0 0 4 8 7 + 0 0 4 8 8 + 0 0 4 8 9 + 0 0 4 9 0 + 0 0 4 9 1 + 0 0 4 9 2 + 0 0 49 3 + 0 0 49 4 + 0 0 49 5 + 0 0 49 6 + 0 0 49 7 + 0 0 49 8 + 0 0 49 9 + 0 0 50 0 + 0 0 50 1 + 0 0 502+ 0 0 503+ 0 0 504+ 0 0 0+00 1+00 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+0 0 7+0 0 8+ 0 0 9+ 0 0 TS SSD SSD SF SF SF SF SF SF S F SF S F S F SFSF SF SF SF SF SF SF S F S F SF S F S F SF SF SF SF SF SF S F S F SF SF SF SF S F S F S F S F SF S F S F S F S F S F SF SF S F S F S F 2 7 0 26 0 25 0 240 250 250 260 270 280 26 0 2 7 0 28 0 280 290 30 0 270 260 250 260 270 280 290 300 30 0 31 0 32 0 3 1 0 280 2 9 0 3 0 0 29 0 280 27 0 26 8 28 0 29 0 30 0 31 0 30 8 300 290 3 1 0 310 29 2 30 0 3 1 0 302 306 310 3 1 6 31 0 304 -17.2 % -1 4 . 5 % -17.1% -16. 6 % - 2 0 . 3 % - 1 0 . 4 % - 1 2 . 4 % - 2 5 . 3 % -1 4 . 1 % -8.7% -21.4% -4. 1 % -18 . 6 % -1 2 . 8 % -1 2 . 6 % - 5 . 9 % -4.1 % SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF MAT C H L I N E STA . 5 0 4 + 9 4 MAT C H L I N E STA . 0 + 0 0 LOD LO D L O D LOD LOD L O D LOD L O D L O D L O D LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LO D LO D LO D LOD L O D L O D L O D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LODLOD LOD LOD LODLOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D M A T C H L I N E S T A . 4 8 3 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 12" STEEL GAS LINE LOD LOD L O D LOD SF LOD L O D SFO SFO SF LOD SF SF S F S F SFO SFO SFO PROPOSED 10" STEEL GAS LINE 100'x100' STATION SITE PROPOSED ACCESS ROAD AR-012 L O D S F PROPOSED ACCESS ROAD AR-013 STREAM S25 L O D S F END PROPOSED 12" PIPELINE BEGIN PROPOSED 10" PIPELINE FOR CONTINUATION SEE SHEET PNG-C-142-0001077 SFO SFO TSC TSC T S C SB NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. STABILIZE STREAM 35 CROSSING USING THE GEOGRID CHANNEL BANK STABILIZATION METHOD. SEE DETAIL SHEET PNG-C-142-0001082 SB SB SFO SFO SFO STREAM (S36) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S35) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT POTENTIAL BLASTING, DEWATERING STRUCTURE. BANK STABILIZATION. TB TB TB T B TB TB TB TB TEMPORARY ACCESS FOR CONSTRUCTION PERMANENT ACCESS ROAD TO BE CONSTRUCTED DURING RESTORATION PHASE OF PROJECT. T B TB TB CTWO CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001072 0 73 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-18CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 504+68 50 1 + 0 0 502+ 0 0 503+ 0 0 504+ 0 0 0+00 1+00 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+0 0 7+0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 26 + 1 9 CO V E R E D B R I D G E R D TS TS SSD SSD S F SFSF SF SF SF SF SF SF S F S F SF S F S F SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F 280 300 290 310 29 2 30 0 3 1 0 302 306 31 0 3 1 6 31 0 304 3 2 0 320 310 330 320 320 326 330 332 33 0 330 334 -1 2 . 6 % - 5 . 9 % -2.2 % -4.1 % -11.2% -4. 8 % -6.3 % -2. 4 % SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF MAT C H L I N E STA . 5 0 4 + 9 4 MAT C H L I N E STA . 0 + 0 0 LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LO D LOD LO D LO D LO D LO D LOD L O D L O D L O D LOD LOD LO D GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PROPOSED 10" STEEL GAS LINE LOD LOD LOD LOD COVERED BRIDGE RS SITE END PROJECTPROPOSED ACCESS ROAD AR-013 SF SF SF SF BEGIN PROPOSED 10" STEEL GAS LINE END PROPOSED 12" STEEL GAS LINE LOD TSC STREAM S36 SFO SFO SFO SFO NOTE: SWEEP ROAD AS NEEDED STREAM (S37/38) (PERENNIAL) OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE TCE EXISTING PRIVATE DRIVE START OF NEW ROAD SECTION. REFER TO ACCESS ROAD GRADING PLAN SHEET. NOTES: 1. SEE LINE 142 CLEARING REQUIREMENTS ON SHEET 79. CTWO PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001073 0 74 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-19CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R OLD B A U C O M R D 250 - 8 . 6 % -4. 6 % -0.4% -4.9%-7.4 % -3 . 0 % -2. 3 % 27 0 260 250 270 2 6 0 25 0 2 4 0 23 0 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO DSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY LO D SF PROPOSED ACCESS ROAD AR-003 (PERMANENT) LO D SF TCE EXISTING POND WETLAND W4 (NO IMPACT) PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001074 0 75 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-20CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACTTHROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAMTHROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENTCROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 2 2 6 + 0 0 2 2 7 + 0 0 2 2 8 + 0 0 24 5 + 0 0 24 6 + 0 0 24 7 + 0 0 24 8 + 0 0 24 9 + 0 0 250+ 0 0 251+ 0 0 25 2 + 0 0 25 3 + 0 0 25 4 + 0 0 25 5 + 0 0 25 6 + 0 0 2 5 7 + 0 0 2 5 8 + 0 0 25 9 + 0 0 26 0 + 0 0 26 1 + 0 0 26 2 + 0 0 26 3 + 0 0 26 4 + 0 0 26 5 + 0 0 26 6 + 0 0 26 7 + 0 0 26 8 + 0 0 26 9 + 0 0 27 0 + 0 0 27 1 + 0 0 27 2 + 0 0 27 3 + 0 0 2 7 4 + 0 0 2 7 5 + 0 0 2 7 6 + 0 0 2 7 7 + 0 0 2 7 8 + 0 0 2 7 9 + 0 0 2 8 0 + 0 0 2 8 1 + 0 0 2 8 2 + 0 0 2 8 3 + 0 0 2 8 4 + 0 0 2 8 5 + 0 0 2 8 6 + 0 0 2 8 7 + 0 0 2 8 8 + 0 0 2 8 9 + 0 0 2 9 0 + 0 0 2 9 1 + 0 0 2 9 2 + 0 0 BEGIN HDD BORE 291+87 BOB B I T R D TS TS SS D SS D S S D SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F SF SF S F SF S F SF SF SF SF SF S F SF S F SF S F S F S F S F S F S F SF SF SF SF S F SF S F SF SF S F S F SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF 18 0 19 0 20 0 21 0 220 1 8 0 19 0 19 0 2 0 0 21 0 210 220 230 1 9 0 18 0 17 0 190 200 178 190 20 0 21 0 22 0 23 0 240 230 220 21 0 200 190 210 220 230 22 0 226 230 240 250 256 260 256 258 260 26 4 2 7 0 260 250 240 2 3 6 2 3 0 2 2 6 24 0 2 3 4 23 0 21 0 2 2 0 2 0 0 1 9 0 1 8 0 18 0 1 9 0 2 0 0 21 0 22 0 2 3 0 1 6 6 1 7 0 1 8 0 1 7 0 18 0 1 9 0 2 0 0 21 0 22 0 228 230 22 0 210 2 0 0 19 0 230 224 220 214 210 2 5 0 246 240 232 23 6 2 3 0 20 6 200 196 190 2 2 0 2 1 4 2 1 0 21 0 206 200 206 190 182 18 0 -6.3% -1 0 . 6 % -12.6% -7.4 % -8 . 5 % - 4 . 1 % - 7 . 1 % -2.8% - 2 . 3 % -3.2 % -3.8 % -8 . 9 % -6 . 8 % 0.0% -16. 1 % -21.2 % -9. 4 % -17 . 2 % - 9 . 0 % - 8 . 3 % - 8 . 5 % -16 . 8 % - 7 . 9 % -7.7% -19 . 7 % -14.8% -27.8%-3.5% -2 . 7 % - 4 . 3 % -4.2% -4. 0 % -9.4% -5.7% -3.5 % - 6 . 7 % -7.7 % - 6 . 1 % -5.9% - 1 1 . 5 % -4.4% -5.5 % -3.2% -4.8% -6 . 8 % -7 . 7 % -5. 0 % -6.3% -11 . 8 % -7 . 3 % 2 6 0 2 5 0 2 4 0 21 0 22 0 23 0 260 250 250 2 4 0 S F SF SF SF SF S F SF SFSF SF SF SF SF SF SF SF SF SF S F SF SF SF S F S F SF S F SF SF S F S F SF SF SF SF SF SF SF SF SF SF L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D LOD LOD L O D L O D L O D L O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LODLOD LO D LO D LO D LO D LO D L O D L O D L O D LOD LOD L O D L O D L O D LO D LO D LO D LO D L O D LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LODLODLODLODLODLOD L O D L O D LO DLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD L O D LO D LO D L O D L O D LOD LO D LO D L O D LOD LO D LOD LOD LO D LOD LOD LOD LOD L O D LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY LOD SF PROPOSED ACCESS ROAD AR-008 (PERMANENT) PROPOSED ACCESS ROAD AR-007 (PERMANENT) LO D SF L O D S F L O D S F TCE EXISTING FARM PATH. CONTRACTOR TO IMPROVE AS NEEDED TO SUPPORT CONSTRUCTION TRAFFIC. EXISTING PRIVATE DRIVE/ ROAD NOTES: 1. CONTRACTOR TO PROVIDE BREAKS IN SILT FENCE WHERE DRIVEWAY CONNECTS ALONG THE ACCESS ROAD IS LOCATED. DRIVEWAY WILL NEED BREAK IN SF DRIVEWAY WILL NEED BREAK IN SF DRIVEWAY WILL NEED BREAK IN SF CLEAN ROAD IF NEEDED SF LO D LO D SF LOD LOD L O D CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001075 0 76 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-21CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 31 2 + 0 0 31 3 + 0 0 31 4 + 0 0 31 5 + 0 0 31 6 + 0 0 31 7 + 0 0 31 8 + 0 0 31 9 + 0 0 3 2 0 + 0 0 3 2 1 + 0 0 3 2 2 + 0 0 3 2 3 + 0 0 3 2 4 + 0 0 3 2 5 + 0 0 3 2 6 + 0 0 3 2 7 + 0 0 3 2 8 + 0 0 3 2 9 + 0 0 3 3 0 + 0 0 3 3 1 + 0 0 3 3 2 + 0 0 3 3 3 + 0 0 3 3 4 + 0 0 3 3 5 + 0 0 33 6 + 0 0 33 7 + 0 0 33 8 + 0 0 33 9 + 0 0 34 0 + 0 0 34 1 + 0 0 342 + 0 0 343 + 0 0 344 + 0 0 345 + 0 0 346 + 0 0 347 + 0 0 348 + 0 0 349+00 350+00 END HDD BORE 313+84 PRITC H A R D R D TS SF SF SF SF SF SF SF SF CWD SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2 4 0 2 5 0 258 25 0 24 0 23 0 22 0 21 0 200 25 6 250 240 23 0 25 0 254 240 240 2 4 6 25 0 2 5 0 2 4 0 2 3 0 2 6 0 266 26 0 2 5 0 2 4 0 26 2 2 4 0 230 220 2 1 0 200 190 180 170 1 6 4 16 8 170 18 0 190 200 2 1 0 220 2 3 0 230 22 0 25 0 24 0 230 22 0 2 1 0 20 0 19 0 1 8 0 1 7 0 1 6 8 1 8 0 190 200 206 210 1 6 0 1 7 0 1 8 0 19 0 17 0 18 0 1 5 0 160162 1 9 4 1 9 0 18 0 170 160 180 156 160 170 180 190 190 180 170 160 150 160 1 7 0 17 0 16 0 154 16 0 170 150 190 -9 . 0 % - 4 . 9 % -1 6 . 0 % -7.8%-5.7% -6.5 % -3.7% -7 . 5 % -4.6% -6.5% - 5 . 3 % -9.5% -7.5 % -7.0% -16.2 % -10 . 8 % -8.2 % -6.8 % -1 0 . 5 % -5.1% -1 1 . 4 % - 7 . 3 % -6.4 % -13.7% -7.5% - 1 1 . 5 % -26.3 % -1 8 . 6 % -8 . 1 % -9 . 6 % -2 5 . 9 % -19 . 8 % -11 . 4 % -1 4 . 0 % -1 6 . 7 % - 1 6 . 5 % - 1 1 . 2 % -11.8% -1 1 . 1 % -9 . 0 % -1 8 . 8 % -5.3% -8.4% 260 250 240 250 SFSF SF SF SF S F SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LOD LOD LO D LO D LO D LO D L O D L O D L O D L O D LO D LO D LO D LO D LOD L O D LOD LOD LODLODLODLODLODLODLOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D L O D LO D L O D LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY LO D SF PROPOSED ACCESS ROAD AR-009 (PERMANENT) LO D SF LO D SF LO D SF SFO TCE CONTRACTOR TO PLACE MATS ACROSS EXISTING CULVERT TO PREVENT DAMAGE SFO SFO SFO SFO SFO SFO SFO SFO SFO SFO NOTES: 1. REFER TO ACCESS ROAD GRADING PLAN FOR IMPROVEMENTS NEED ON ACCESS ROAD AR-009. STREAM S15 EXISTING STREAM CROSSING TO REMAIN. WETLAND W6B TEMPORARY MAT PLACEMENT CX PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001076 0 77 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-22CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 43 4 + 0 0 43 5 + 0 0 43 6 + 0 0 43 7 + 0 0 43 8 + 0 0 47 1 + 0 0 47 2 + 0 0 47 3 + 0 0 47 4 + 0 0 47 5 + 0 0 47 6 + 0 0 4 7 7 + 0 0 4 7 8 + 0 0 4 7 9 + 0 0 4 8 0 + 0 0 4 8 1 + 0 0 4 8 2 + 0 0 4 8 3 + 0 0 4 8 4 + 0 0 4 8 5 + 0 0 4 8 6 + 0 0 4 8 7 + 0 0 4 8 8 + 0 0 4 8 9 + 0 0 4 9 0 + 0 0 4 9 1 + 0 0 4 9 2 + 0 0 493 + 0 0 494 + 0 0 495 + 0 0 496 + 0 0 497 + 0 0 498 + 0 0 499 + 0 0 500 + 0 0 502+00 B U F F A L O R D SSD SF SF SF SF SF SF S F S F SF SF S F S F S F S F S F S F S F S F S F S F S F 220 230 240 248 230 240 250 260 2 7 0 280 290 30 0 29 0 280 270 290 3 0 0 3 1 0 320 326 330 34 0 3 3 8 33 0 32 0 3 1 0 3 3 0 32 0 320 310 300 28 0 2702 6 0 25 0 240 2 4 0 2 5 0 2 6 0 2 4 0 250 2 6 0 2 7 0 28 0 290 300 250 260 270 272 280 290 27 0 260 250 240 250 250 260 270 280 26 0 27 0 28 0 280 290 3 0 0 270 260 250 260 270 280 290 300 310 320 3 2 0 31 0 330 3 2 6 332 320 324 324 280 2 9 0 30 0 290 280 270 26 8 28 0 29 0 300 31 0 - 9 . 4 % -16.0% -8.9% -17 . 0 % -12.2 % - 1 1 . 9 % -1 3 . 7 % -8 . 9 % -1 7 . 2 % -14 . 5 % -17.1% -1 6 . 6 % -2 0 . 3 % - 1 0 . 4 % -1 2 . 4 % - 2 5 . 3 % - 1 4 . 1 % -8. 7 % -21 . 4 % - 4 . 1 % -18.6 % -12 . 8 % -12. 5 % -6 . 4 % -9 . 6 % -5. 4 % -10. 3 % - 6 . 9 % -9.7% -1 0 . 5 % -3.3% -12 . 8 % -3.6 % -4 . 7 % -6.8 % -1 . 8 % - 6 . 2 % -6.8% -6.2% -10.1% - 4 . 1 % -2.6% - 4 . 4 % 326 SFSF SF SF SF SF SFS F SF SF SF SF SF SF S F SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SFSF S F S F SF SF L O D L O D L O D L O D L O D LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D LODLO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD L O D LOD LOD LOD LOD LOD LOD L O D LO D LO D LO D LO D LO D LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D MA T C H L I N E ST A . 4 5 4 + 7 4 GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 PL A N REF. DWG(S) PROFESSIONAL ENG/ARCH STAMP 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY LOD SF PROPOSED ACCESS ROAD AR-011 (PERMANENT) LOD SF LOD SF PROPOSED ACCESS ROAD AR-012 (PERMANENT) TCE TCE LOD SF LO D SF LO D SF SEE NOTE 1 ACCESS ROAD TO BE STABILIZED WITH STONE. EXISTING FARM PATH CONTRACTOR TO IMPROVE AS NEEDED TO SUPPORT CONSTRUCTION TRAFFIC. START NEW ROAD SECTION (SEE NOTE 1) EXISTING PRIVATE DRIVE/ROAD CONTRACTOR TO IMPROVE AS NEEDED TO SUPPORT CONSTRUCTION TRAFFIC. NOTES: 1. REFER TO ACCESS ROAD GRADING PLAN FOR IMPROVEMENTS NEEDED ON LAST SECTION OF ACCESS ROAD AR-011. 2. CONTRACTOR TO PROVIDE BREAKS IN SILT FENCE WHERE DRIVEWAY CONNECTS ALONG ACCESS ROAD ARE LOCATED. TEMPORARY ACCESS FOR CONSTRUCTION (INSTALL MATS ACROSS FIELD) PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001077 0 78 OF 119 AS SHOWNLINE 142 PIPELINE E&SC PLAN-23CLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG LEGEND SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CODE TCE SF LOD LIMITS OF DISTURBANCE LOD CD CHECK DAM SILT FENCE OUTLETSFO COMPOST SOCK INLET PROTECTIONCSIP SFB SFBSEDIMENT FILTER BAG TSC TEMPORARY STREAM CROSSING TWC TEMPORARY WETLAND CROSSING SB SLOPE BREAKER TB TRENCH BREAKER TTP TEMPORARY TRENCH PLUG CX CURLEX PLACEMENT PERMANENT SEEDINGPS PS CONCRETE TRUCK WASHOUTCTWO PORTABLE TOILETPT PT SILT FENCE JHOOKSFJ TEMPORARY IMPACT THROUGH WETLAND PERMANENT IMPACT THROUGHWETLAND COMPOST SOCKCS EXISTING STREAM THROUGH IMPACT CWD CLEAN WATER DIVERSION CWD SWC TEMPORARY STORMWATERCONVEYANCE OSF ORANGE SAFETY FENCE OSF TRANSITION OF FORESTED TONON-FORESTED OR PERMANENT CROSSING (PERMANENT) CROSSING/MAT PLACEMENT(TEMPORARY) WETLAND IMPACT TYPES PERMANENT IMPACT THROUGHSTREAM u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R PROJECT DESCRIPTION THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO CONSTRUCT A NATURAL GAS PIPELINE IN WAKE AND JOHNSTON COUNTIES IN NORTH CAROLINA. THE PROPOSED PROJECT WILL CONSTRUCT A 12” AND 10" GAS LINE APPROXIMATELY 10.15 MILES. BASED ON THE AREA OF THE PERMANENT AND TEMPORARY EASEMENTS, THE DISTURBED AREA FOR THE LINE 142 PIPELINE PROJECT IS APPROXIMATELY 147.70 ACRES. THIS PROJECT MEETS THE NCGO1 EXEMPTION AS DEFINED IN CLEAN WATER ACT (CNA) SECTION 402(l)(2) FOR TRANSMISSION FACILITIES. THIS PROJECT IS FOR THE CONSTRUCTION OF A TRANSMISSION PIPE, AS DEFINED BY PHMSA AND INCLUDES ACCESS ROADS AND A LAYDOWN YARD EXCLUSIVELY SERVICING THE CONSTRUCTION OF THE PHMSA DEFINED TRANSMISSION PIPE. SITE DESCRIPTION THE SITE IS COMPRISED OF VARIOUS TERRAINS AND USES, INCLUDING RESIDENTIAL, COMMERCIAL, INDUSTRIAL, JURISDICTIONAL WATER CROSSINGS, EXISTING UTILITY EASEMENTS, AND EXISTING ROAD RIGHT-OF-WAY. SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN FEBRUARY 2022 AND BE COMPLETE BY DECEMBER 2022. PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES ADDITIONALLY, THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES, INCLUDING: 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT - PRACTICE 6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXITS WILL BE PLACED AT VARIOUS POINTS ALONG THIS LINEAR PROJECT TO PROVIDE A BUFFER WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST. THEY ARE DESIGNATED ON THE PLANS WITH A GRAVEL SYMBOL. WATER WILL BE SUPPLIED TO THE AREA SO THAT WHEELS CAN BE CLEANED OF ADDITIONAL SEDIMENT. 2. TEMPORARY STREAM CROSSING AND WETLAND CROSSINGS TEMPORARY STREAM AND WETLAND CROSSINGS PROVIDE A WAY FOR CONSTRUCTION VEHICLES TO CROSS STREAMS WITHOUT MOVING SEDIMENT INTO STREAMS, DAMAGING THE STREAMBED OR CAUSING FLOODING. TEMPORARY STREAM AND WETLAND CROSSINGS ARE PLANNED FOR THIS PROJECT. 3. SILT FENCE - PRACTICE 6.62 SILT (SEDIMENT) FENCE RETAINS SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENT DEPOSITION. SILT FENCE IS TO BE PLACED AT THE EDGE OF THE EASEMENTS ALONG THE PROJECT. SILT FENCE IS NOT TO BE PLACED ACROSS STREAMS, DITCHES, WATERWAYS OR WETLANDS. 4. DEWATERING DEVICE/SEDIMENT FILTER BAG - CONCEPTS FROM PRACTICE 6.60 THE DEWATERING DEVICE AND SEDIMENT FILTER BAG ARE USED TO DETAIN SEDIMENT-LADEN RUNOFF TO ALLOW SEDIMENT TO SETTLE OUT OF WATER BEFORE IT IS DISCHARGED. THESE STRUCTURES WILL BE USED TO ALLOW SEDIMENTS TO FILTER OUT OF WATER THAT HAS BEEN PUMPED OUT OF AN AREA OR HAS BEEN USED FOR HYDROSTATIC TESTING. THESE STRUCTURES WILL BE PLACED AS NEEDED AND ARE NOT SHOWN ON THE PLANS. DEWATER DEVICES AND SEDIMENT FILTER BAGS WILL NOT BE PLACED IN A STREAM. 5. ROLLED EROSION CONTROL PRODUCTS/TEMPORARY MATTING - PRACTICE 6.17 TEMPORARY MATTING WILL BE USED WHERE NECESSARY TO REDUCE SOIL EROSION AND ASSIST IN THE GROWTH, ESTABLISHMENT AND PROTECTION OF VEGETATION. 6. TEMPORARY SEEDING - PRACTICE 6.10 7. PERMANENT SEEDING - PRACTICE 6.11 PROPOSED CONSTRUCTION SCHEDULE: 1. OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER PERTINENT PERMITS. NO LAND DISTURBING ACTIVITIES (INCLUDING DEMOLITION OR TIMBERING) WILL COMMENCE BEFORE PLAN APPROVAL HAS BEEN OBTAINED. 2. SCHEDULE PRE-CONSTRUCTION MEETING AND NOTIFY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION, RALEIGH REGIONAL OFFICE (919-791-4200) 48 HOURS PRIOR TO CONSTRUCTION TO DISCUSS EROSION CONTROL PLAN. HOLD PRE-CONSTRUCTION MEETING. 3. A RIPARIAN BUFFER SHALL BE ESTABLISHED AND MAINTAINED 50-FOOT LANDWARD OF ENVIRONMENTALLY SENSITIVE AREA BOUNDARIES THROUGHOUT THE LIMITS OF DISTURBANCE. LANDWARD LIMITS OF THE BUFFER SHALL BE CLEARLY DEMARCATED WITH ORANGE SAFETY CONSTRUCTION FENCING AND PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED. GRUBBING OR BELOW GROUND VEGETATION REMOVAL SHOULD BE LIMITED TO THAT NECESSARY FOR INSTALLATION OF EQUIPMENT CROSSINGS AND TRAVEL LANES WITHIN BUFFER. ADDITIONAL GRUBBING PRIOR TO PIPELINE INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE ENGINEER AND ON-SITE ENVIRONMENTAL INSPECTOR. 4. ENVIRONMENTALLY SENSITIVE AREAS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: STREAMS, CREEKS, WETLANDS, LAKES, AND PONDS. 5. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS PER PLANS AS NEEDED. IMPROVEMENT OR REPLACEMENT OF EXISTING CULVERTS FOR ACCESS ROADS IS LIMITED TO THE EXISTING DIMENSIONS IN WETLANDS AND STREAMS AS SHOWN ON PLANS. ANY OTHER DISTURBANCE MUST BE APPROVED BY NCDEQ - DWR AND USACE. 6. INSTALL PERIMETER EROSION AND SILTATION CONTROL (E&SC) MEASURES SUCH AS SILT FENCE PRIOR TO CLEARING AND GRUBBING WHERE PRACTICAL AND CONCURRENTLY WHEN CLEARING IS REQUIRED TO INSTALL PERIMETER MEASURES. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CLEARING SHALL NOT OUTPACE THE INSTALLATION OF PERIMETER CONTROLS. 7. INITIATE CLEARING AND GRUBBING WITHIN LIMITS OF DISTURBANCE. GRUBBING SHALL BE MINIMIZED WHERE PRACTICAL WITHIN 50-FEET OF ENVIRONMENTALLY SENSITIVE AREAS. COMPLETE GRUBBING AS NECESSARY AS PIPELINE INSTALLATION APPROACHES THE BUFFERS AND MINIMIZE DURATION OF BARE SOIL CONDITIONS. 8. INSTALL REMAINING E&SC MEASURES SUCH AS DIVERSIONS, SILT FENCE OUTLETS, J-HOOKS, WATER BARS, CONSTRUCTION ENTRANCES, TEMPORARY BRIDGES AT STREAM CROSSINGS, TIMBER MATS, ETC. AS CLEARING AND GRUBBING IS COMPLETED. (COMPOSITE MATTING SHOULD BE USED IF AVAILABLE) 9. CONTRACTOR TO INSPECT ALL E&SC MEASURES WEEKLY AND AFTER RAIN EVENTS OF 1.0 INCHES OR MORE IN A 24 HOUR PERIOD. DO NOT ALLOW SEDIMENT BUILD-UP TO EXCEED 50% CAPACITY OF MEASURES. STORE REMOVED SEDIMENT IN UPLAND STOCKPILES AREA AND APPLY TEMPORARY SEEDING AND STRAW MULCHING. 10.SILT FENCE WITHIN 50 FEET OF ENVIRONMENTALLY SENSITIVE AREAS (STREAMS AND WETLANDS) WILL BE REINFORCED WITH STEEL MESH. 11.DOUBLE ROWS OF SILT FENCE WITHIN 50 FEET OF ENVIRONMENTALLY SENSITIVE AREAS, OR AS SHOWN ON PLANS, SHALL INCLUDE A PRIMARY ROW OF REINFORCED SILT FENCE AND A SECONDARY ROW OF UNSUPPORTED SILT FENCE. COMPOST FILTER SOCK OR REINFORCED SILT FENCE CAN BE SUBSTITUTED IN SECONDARY ROW BASED ON FIELD CONDITIONS. THERE SHOULD BE A MINIMUM DISTANCE OF 4 FEET BETWEEN THE DOUBLE ROWS OF SILT FENCE. 12.CONTRACTOR SHALL SEQUENCE AND CONDUCT LAND DISTURBING AND CONSTRUCTION ACTIVITIES IN A MANNER THAT MINIMIZES THE AMOUNT OF BARE SOIL EXPOSED AT A GIVEN TIME DURING THE PROJECT. 13.INITIATE TEMPORARY SEEDING AND STRAW MULCHING OF DISTURBED AREAS PER THE GENERAL SEEDING SPECIFICATIONS. IT IS RECOMMENDED THAT SLOPES OF 4 TO 1 OR GREATER BE TEMPORARY SEEDED AND STABILIZED WITHIN ONE DAY OF GROUND DISTURBANCE AND PRIOR TO EXPECTED RAIN EVENTS. 14.CLEARING IN WETLANDS MUST BE CONDUCTED WITH AS MINIMAL DISTURBANCE AS POSSIBLE. TIMBER MATS, LOW-GROUND PRESSURE EQUIPMENT, OR OTHER MEASURES MUST BE UTILIZED TO PREVENT THE MIXING OF TOPSOIL AND SUBSOIL. SUBSURFACE DISTURBANCE OR STUMP REMOVAL WILL ONLY BE CONDUCTED WITHIN THE TRENCH LINE WITHIN WETLANDS. STUMP REMOVAL OR LIGHT GRADING MAY OCCUR ON THE WORKING SIDE OF THE ROW ONLY IF REQUIRED FOR SAFETY REASONS AND WITHIN WETLANDS AFTER CONFIRMING WITH THE ENVIRONMENTAL INSPECTOR. THE WORK WILL BE PERFORMED FROM TIMBER MATS PLACED ALONG THE WORKING SIDE OF THE ROW. IN WETLANDS, SEGREGATE TOPSOIL FROM THE SUBSOIL.THE ENTIRE ROW SHOULD HAVE THE TOPSOIL SEGREGATED FROM THE SUBSOIL, NOT JUST IN CERTAIN AREAS. 15.HAND CLEARING ONLY IS REQUIRED ALONG STREAM BANKS AND WITHIN 20 FEET OF THE TOP OF BANK OR PER AUTHORIZED PERMITS, LEAVING ROOT SYSTEMS IN PLACE. STUMPING, ETC. IS LIMITED TO TRENCH LINE ONLY OR AS NEEDED TO SAFELY INSTALL TEMPORARY BRIDGES, CROSSINGS, AND TRAVEL LANES 16.DURING TRENCH EXCAVATION, SPOILS WILL BE PLACED ON THE “NON-WORKING” SIDE OF THE ROW AND STOCKPILED UPGRADIENT OF TRENCH, WHEREVER PRACTICAL. SPOILS WILL BE TEMPORARY SEEDED AND STABILIZED WITHIN 7 DAYS OR BEFORE EXPECTED RAIN EVENTS. STOCKPILE AREAS TO BE CONTAINED BY PERIMETER CONTROLS SUCH AS SILT FENCE OR EQUIVALENT APPROVED BMP. 17.TEMPORARY TRENCH BREAKERS WILL BE INSTALLED WITHIN THE TRENCH TO SLOW THE FLOW OF SUBSURFACE WATER OR STORMWATER RUNOFF THAT ENTERS THE EXPOSED TRENCH. WHEN WATER IS PUMPED OUT OF THE TRENCH, DISCHARGE MUST BE PUMPED THROUGH FILTER BAGS PRIOR TO LEAVING THE SITE. 18.PIPELINE WILL BE INSTALLED PER ALIGNMENT SHEET SPECIFICATIONS (PAD TRENCH BOTTOM, LOWER IN PIPE AND TIE-IN PIPE, TAKE SURVEY SHOTS ALONG THE “AS-BUILT” SECTIONS OF PIPE, PAD AND BACKFILL WITH SUBSOIL). PERMANENT TRENCH BREAKERS WILL BE INSTALLED AS DIRECTED BY THE ENVIRONMENTAL INSPECTOR OR OWNER'S REPRESENTATIVE. 19.AT WETLAND AND STREAM CROSSINGS, TRENCH BREAKERS WILL BE INSTALLED SUCH THAT THE HYDROLOGY OF THE FEATURE IS NOT IMPACTED AS A RESULT OF PIPELINE INSTALLATION. FOLLOWING INSTALLATION OF TRENCH BREAKERS THE TRENCH WILL BE BACKFILLED. 20.PIPELINE INSTALLATION WITHIN ENVIRONMENTALLY SENSITIVE AREAS SHOULD BE CONDUCTED IN A MANNER TO MINIMIZE DURATION OF OPEN TRENCH AND THESE AREAS SHOULD BE BACKFILLED AND STABILIZED AS SOON AS PRACTICAL. CONTRACTOR TO MONITOR WEATHER WHEN WORKING IN THESE AREAS AND UTILIZE ADDITIONAL E&SC MEASURES AS NECESSARY. 21.AFTER TRENCH IS BACKFILLED, STABILIZE AND RESTORE TO ORIGINAL GRADE. STABILIZE AND TEMPORARY SEED WORK AREA AS SOON AS PRACTICAL AND PRIOR TO UNEXPECTED RAIN EVENTS. 22.CONSTRUCTION ACTIVITIES REQUIRING HORIZONTAL DIRECTIONAL DRILLING OR CONVENTIONAL BORES WILL BE PERFORMED IN ACCORDANCE WITH ALIGNMENT SHEET SPECIFICATIONS. 23.ALL AREAS WILL BE RESTORED TO ORIGINAL GRADE, CONTOUR, AND CONDITION (VEGETATION, PAVING, DITCH LININGS, ETC.) IN ACCORDANCE WITH APPLICABLE PERMITS. PERMANENT SEEDING AND MULCH MAY NOT BE APPLIED TO AREAS IDENTIFIED AS ACTIVE AGRICULTURAL LANDS AT LANDOWNER'S AND TENANT FARMER'S (IF APPLICABLE) REQUEST. EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED FROM AGRICULTURAL LANDS UPON RECEIPT OF WRITTEN LANDOWNER AND TENANT FARMER (IF APPLICABLE) REQUEST AND WAIVER ALLOWING LANDOWNER OR TENANT FARMER TO RESUME AGRICULTURAL ACTIVITIES THAT WOULD RESULT IN SITE STABILIZATION. AGRICULTURAL FIELDS DO REQUIRE STABILIZATION ACCORDING TO THE NCDEQ PERMITS. THE LAND AGENT SHOULD DISCUSS THIS WITH EACH FARMER. 24.IN AREAS WHERE SEGREGATION OF THE SUBSOIL AND TOPSOIL IS NECESSARY, THE TOPSOIL WILL BE REPLACED LAST. AFFECTED AREAS WILL THEN BE “CLEANED UP” BY RESTORING ORIGINAL GRADE AND APPLY TEMPORARY SEEDING, FOLLOWED BY FINAL GRADING, PERMANENT SEEDING AND MULCHING TO RESTORE THE ROW AS CLOSE AS POSSIBLE TO PRE-DISTURBANCE CONTOURS AND CONDITIONS. NO MULCHING WITHIN WETLANDS IS ALLOWED. 25.UPON ESTABLISHMENT OF FINAL VEGETATIVE GROUND COVER (80% COVERAGE), DUKE/PNG ENVIRONMENTAL SUPPORT STAFF CONTACT NCDEQ LAND QUALITY SECTION, RALEIGH REGIONAL OFFICE (919-791-4200) FOR FINAL SITE INSPECTION. DUKE/PNG ENVIRONMENTAL SUPPORT WILL CONTACT NCDEQ WHEN THE REQUIRED 80% PERMANENT VEGETATION IS ESTABLISHED. CONTRACTORS SHOULD NEVER CONTACT THE STATE FOR ANY REASON. 26.UPON APPROVAL FROM NCDEQ LAND QUALITY SECTION, RALEIGH REGIONAL OFFICE INSPECTORS, REMOVE SILT FENCING AND OTHER EROSION CONTROL MEASURES. AREAS DISTURBED DURING THIS PROCESS SHALL BE RESEEDED WITH PERMANENT SEEDING AND STRAW MULCH AS APPROPRIATE. DISTURBED AREAS SHALL BE RESEEDED AND STRAW MULCHED. EROSION CONTROL DEVICE NOTES 1. ALL STREAM AND/OR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE. 2. ALL STREAM CROSSINGS WILL BE OPEN-CUT UNLESS OTHERWISE NOTED ON PLANS. 3. SEDIMENT FILTER BAG SHOULD BE USED WHEN WATER IS BEING PUMPED FROM THE TRENCH. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY AND REPAIRED AS SOON AS POSSIBLE. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 6. CONSTRUCTION ENTRANCE LOCATIONS ARE SHOWN AT APPROXIMATE LOCATIONS. FINAL LOCATIONS WILL BE DETERMINED IN THE FIELD. 7. ALL TIMBER BRIDGES/MATS CROSSING STREAMS, WETLANDS, OR CONVEYANCES MUST BE CLEANED AT THE END OF THE DAY OR IMMEDIATELY AFTER CROSSING IF SEDIMENT IS DEPOSITED BEFORE OR DURING A RAIN EVENT. SEDIMENT REMOVED FROM BRIDGES MUST BE PLACED IN A CONTAINED AREA AWAY FROM JURISDICTIONAL WATERS OR DRAINAGE STRUCTURES. 8. EROSION EEL OR APPROVED EQUAL TRENCHLESS METHOD SHALL BE UTILIZED INSIDE WETLANDS IN PLACE OF SILT FENCE. 9. TREES IN WETLANDS INSIDE THE CORRIDOR MAY BE REMOVED TO GROUND LEVEL. GRUBBING OF STUMPS IN WETLANDS SHALL BE LIMITED TO THAT NEEDED TO INSTALL THE PIPELINE. 10.STRIPPING TOPSOIL WITHIN WETLANDS ALONG THE UTILITY CORRIDOR IS NOT PERMITTED. 11.HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES OVER 15%. 12.ANY DEWATERING SHALL BE DONE THROUGH A SILT BAG AND SHALL BE MONITORED CONSTANTLY WHEN IN USE. MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 1.0 INCH PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CONSTRUCTION ROADS AND PARKING AREAS SHOULD BE INSPECTED PERIODICALLY FOR THE CONDITION OF SURFACE. TOPDRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS. MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. 3. TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AFTER RUNOFF-PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. 4. MAINTENANCE ON SILT FENCES, SHALL BE PERFORMED AS NEEDED. CAPTURED SOIL MATERIAL SHALL BE REMOVED WHEN “BULGES” DEVELOP IN THE SILT FENCE AND/OR WHEN EVIDENCE OF FILTER CLOGGING IS OBSERVED. 5. INSPECT DEWATERING DEVICES AND SEDIMENT TRAPS AFTER EACH USE AND EACH SIGNIFICANT RAINFALL EVENT AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN NEEDED. ROCK DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. 6. ROLLED EROSION CONTROL PRODUCTS SHOULD ONLY BE INSTALLED OVER A PROPERLY GRADED, CLEAN CHANNEL. ROUGH SURFACES OR LOOSE CLODS OF DIRT IN THE CHANNEL WILL NOT ALLOW PROPER SOIL CONTACT. 7. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1.0” OR GREATER) RAIN FALL EVENT. MAKE REPAIRS IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE RECP. ANY AREAS OF RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO PROPERLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 7 OR 14 DAYS AFTER CONSTRUCTION HAS CEASED PER THE GROUND STABILIZATION CHART. 4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE. 5. CONSTRUCTION ENTRANCES SHALL BE UTILIZED AT ALL INGRESS/EGRESS LOCATIONS FROM PUBLIC ROADS. CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE THE TRANSPORT OF MATERIAL FROM THE CONSTRUCTION SITE ONTO R.O.W. PERIODIC TOP DRESSING WITH FRESH STONE MAY BE REQUIRED. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM SITE TRAFFIC ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 6. STREAM AND WETLANDS SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. TEMPORARY BRIDGES OR MATS SHALL BE USED FOR ALL STREAM AND WETLAND EQUIPMENT CROSSINGS. 7. SILT FENCE SHALL BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAMS AND/OR WETLANDS. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10.IF A LOSS OF DRILLING MUD IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE HOLE WILL BE SEALED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING. 11.CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. 12.ANTI-SEEP COLLARS SHALL BE PLACED AT WETLAND BOUNDARIES AND AT 150 FEET (MINIMUM) INTERVALS BETWEEN THE BOUNDARIES (INSIDE THE WETLAND). 13.ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN APPROVE EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LAND FILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. 14.TRASH/ DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION. SOILS WAKE COUNTY DoA DOTHAN LOAMY SAND, 0 TO 2 PERCENT SLOPES DoB DOTHAN LOAMY SAND, 2 TO 6 PERCENT SLOPES RaA RAINS SANDY LOAM, 0 TO 2 PERCENT SLOPES RgB RAWLINGS-RION COMPLEX, 2 TO 6 PERCENT SLOPES RgC RAWLINGS-RION COMPLEX, 6 TO 10 PERCENT SLOPES RgD RAWLINGS-RION COMPLEX, 10 TO 15 PERCENT SLOPES WaE WAKE-ROLESVILLE COMPLEX, 15 TO 25 PERCENT SLOPES, VERY ROCKY WfB WEDOWEE-SAW COMPLEX, 2 TO 6 PERCENT SLOPE JOHNSTON COUNTY CeB CECIL LOAM, 2 TO 6 PERCENT SLOPES CeC CECIL LOAM, 6 TO 10 PERCENT SLOPES GeB GILEAD SANDY LOAM, 2 TO 8 PERCENT SLOPES RnF RION SANDY LOAM, 15 TO 40 PERCENT SLOPES UcB UCHEE LOAMY COARSE SAND, 2 TO 6 PERCENT SLOPES VaB VANCE COARSE SANDY LOAM, 8 TO 10 PERCENT SLOPES WoB WEDOWEE SANDY LOAM, 2 TO 8 PERCENT SLOPES WoD WEDOWEE SANDY LOAM, 8 TO 15 PERCENT SLOPES Wt WEHADKEE LOAM, 0 TO 2 PERCENT SLOPES FREQUENTLY FLOODED THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT CONTROL ISSUES ARISE DURING LAND-DISTURBING ACTIVITY: MICHAEL PARHAM PH: (865) 771-9841 EMAIL: MICHAEL.PARHAM@DUKE-ENERGY.COM PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 7 9 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001079 0 79 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC NOTESCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R NATIVE WETLAND SEED SPECIFICATIONS NOTE: THE RECOMMENDED APPLICATION RATE FOR THE WETLAND SEED MIXTURE ABOVE IS 20 TO 25-LBS PER ACRE. APPLY SEED MIXTURE TO DISTURBED WETLAND, EXTENDING 10-FEET LANDWARD. SOIL AMENDMENTS SOIL AMENDMENTS ARE NOT TO BE APPLIED IN WETLAND AREAS. MULCH MULCH IS NOT TO APPLIED IN WETLAND AREAS. MAINTENANCE RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL SEEDING SPECIFICATIONS. NATIVE RIPARIAN SEED SPECIFICATIONS NOTE: THE RECOMMENDED APPLICATION RATE FOR THE RIPARIAN SEED MIXTURE ABOVE IS 20-LBS PER ACRE. APPLY SEED MIXTURE TO DISTURBED UPLAND RIPARIAN AREAS, EXTENDING 10-FEET LANDWARD. SOIL AMENDMENTS APPLICATION OF SOIL AMENDMENTS WITHIN RIPARIAN AREAS SHALL BE CONDUCTED AT AGRONOMIC RATES AND SHALL COMPLY WITH ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. SOIL AMENDMENTS SHALL BE APPLIED IN A MANNER THAT MINIMIZES CONTACT WITH SURFACE WATER. MULCH MULCH MAY BE APPLIED WITHIN RIPARIAN AREAS AS PER THE GENERAL SEEDING SPECIFICATIONS. MULCH IS NOT TO BE APPLIED IN WETLAND AREAS. MAINTENANCE RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL SEEDING SPECIFICATIONS. TEMPORARY UPLAND SEEDING SPECIFICATIONS LOCATION SEED MIX APPLICATION TYPE AND RATE (LBS/ACRE) MULCH, TACKIFIER OR FGM APPLICATION RATE NOTES SLOPES <10% AUGUST 15 - APRIL 15 ANNUAL RYE GRAIN 120 LBS/ACRE MULCH (4,000 LBS/ACRE) APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING MULCH. SLOPES >10% TO <25%ANNUAL RYE GRAIN 45 LBS/ACRE TACKIFIER - PLANTAGO (4,000 LBS/ACRE) OR GUAR (150 LBS/ACRE) SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING TACKIFIER. SLOPES >25% ANNUAL RYE GRAIN 45 LBS/ACRE FGM - PROMATRIX (1,500 LBS/ACRE) SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM. SOIL AMENDMENTS (TEMPORARY UPLAND SEEDING) NOTE AMENDMENT APPLICATION RATE (LBS/ACRE) FOLLOW RECOMMENDATIONS OF SOIL TESTS OR AT A MINIMUM APPLY LIME AND FERTILIZER AT THE SPECIFIED RATE GROUND AGRICULTURAL LIMESTONE 2,000 LBS/ACRE 10-10-10 FERTILIZER 750 LBS/ACRE MAINTENANCE RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT UPLAND SEEDING SPECIFICATIONS LOCATION SEED MIX APPLICATION TYPE AND RATE (LBS/ACRE) FLEXIBLE GROWTH MEDIUM (IF USED) MULCH OR FLEXIBLE GROWTH MEDIUM (FGM) APPLICATION RATE NOTES LAWNS (RESIDENTIAL, COMMERCIAL, INDUSTRIAL) PENNINGTON TM LAWNS SIGNATURE SERIES TALL FESCUE: 33% REBEL IV TALL FESCUE 34% JUSTICE TALL FESCUE 33% RK4 TALL FESCUE BROADCAST: 200 LBS/ACRE DRILLED: 100 LBS/ACRE PROFILE PRODUCTS TM PROMATRIX (OPTIONAL) MULCH: 4,000 LBS/ACRE FGM: 2,000 LBS/ACRE APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR MULCH. PASTURES APPROVED EQUIVALENT FOR UPLAND AREAS BROADCAST: 50 LBS/ACRE DRILLED: 25 LBS/ACRE PROFILE PRODUCTS TM PROMATRIX (OPTIONAL) MULCH: 4,000 LBS/ACRE FGM: 2,000 LBS/ACRE USE SPECIFIED SEED MIX UNLESS LAND OWNER SPECIFICALLY REQUESTS A DIFFERENT SEED MIX. APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR MULCH. CULTIVATED AGRICULTURAL FIELDS NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE ACTIVELY CULTIVATED FIELDS TYPICALLY DO NOT REQUIRE SEED, MULCH, OR SOIL AMENDMENTS UNLESS SPECIFICALLY REQUESTED BY LAND OWNER. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM . REMAINDER OF ROW WITH SLOPES <10% BROADCAST: 200 LBS/ACRE DRILLED: 100 LBS/ACRE PROFILE PRODUCTS TM PROMATRIX (OPTIONAL) MULCH: 4,000 LBS/ACRE FGM: 2,000 LBS/ACRE APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400 GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR MULCH. REMAINDER OF ROW WITH SLOPES >10% BUT < 25% BROADCAST: 200 LBS/ACRE DRILLED: 100 LBS/ACRE PROFILE PRODUCTS TM PROMATRIX (OPTIONAL)FGM: 3,000 LBS/ACRE SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM. REMAINDER OF ROW WITH SLOPES >25% BROADCAST: 80 LBS/ACRE DRILLED: 40 LBS/ACRE PROFILE PRODUCTS TM PROMATRIX (OPTIONAL)FGM: 3,500 LBS/ACRE SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM. GROUND STABILIZATION SHALL BE PERFORMED PER "STABILIZATION TIME FRAMES" CHART OR AS OTHERWISE SPECIFIED FOR SAFETY REASONS. IF PIPELINE INSTALLATION REQUIRES WELDING, MULCH WILL NOT BE APPLIED IN ANY AREA WHERE WELDING ACTIVITIES ARE TO OCCUR. ONCE WELDING ACTIVITIES HAVE BEEN COMPLETED, MULCH SHALL BE APPLED TO SUCH AREAS. SOIL AMENDMENTS (PERMANENT UPLAND SEEDING)STABILIZATION TIME FRAMES (EFFECTIVE AUG. 3, 2011) NOTE AMENDMENT APPLICATION RATE (LBS/ACRE)SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR AT A MINIMUM APPLY LIME AND FERTILIZER AT THE SPECIFIED RATE GROUND AGRICULTURAL LIMESTONE 4,000 PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS NONE 10-10-10 FERTILIZER 1,200 HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE MAINTENANCE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES DEFINITION CONTROLLING RUNOFF AND EROSION ON DISTURBED UPLAND AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER. DUE TO STEEP SLOPES PRESENT ON THE PROJECT, A HYDRAULICALLY APPLIED FLEXIBLE GROWTH MEDIUM (FGM) WILL BE REQUIRED TO ESTABLISH PERMANENT VEGETATION ON SLOPES >10%. OTHER AREAS CAN BE SEEDED AND MULCHED CONVENTIONALLY OR BY USING HYDRAULIC SEEDING PROCEDURES. PURPOSE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. SEEDBED REQUIREMENTS ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE TO EXCESSIVE SOIL COMPACTION, INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS. TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA: ·ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 -INCHES OF WATER TO 1-INCH OF SOIL. ·SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. ·SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12-INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE. ·A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5. ·FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED. IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION, SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED. SEEDBED PREPARATION INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TEST, DIRECTIONS, SAMPLE CARTONS, AND INFORMATION SHEETS ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES. WHEN SOIL TEST RESULTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SPECIFICATIONS TABLES. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6-INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A HYDRO SEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE. ROUGHEN SURFACES PRIOR TO SEEDING. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. SEEDING USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. LABELING OF NON-CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING “PROHIBITED” NOXIOUS WEED SEED. INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP-TYPE SPREADER. DRILL. CULTIPACKER SEEDER, OR HYDRO SEEDER ON A FIRM, FRIABLE SEEDBED. WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THE 1-INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2-INCH. EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR DESIRED SEEDING RATE. WHEN USING BROADCAST-SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. STRAW MULCH ALL PLANTING IMMEDIATELY AFTER SEEDING WHEN USING A DRILL OR BROADCAST SPREADER AND MECHANICALLY AND CRIMP . HYDRAULIC SEEDING SURFACE ROUGHENING IS PARTICULARY IMPORTANT WHEN HYDRAULICALLY SEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, FLEXIBLE GROWTH MEDIUM (FGM) AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDRAULIC SEEDING OPERATIONS; SOIL CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE. RATE OF FGM APPLICATION SHOULD VARY BY TYPE AND SHOULD ADHERE TO SEEDING SPECIFICATIONS TABLE. IF A MACHINERY BREAKDOWN OF 1/2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE NECESSARY. LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN OR BROADCAST ONTO STEEP SLOPES IN DRY FORM. MAINTENANCE GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RE-SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER-SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES RE-FERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE. SEEDING SPECIFICATIONS SEE TABLES FOR UPLAND AREAS TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS. SEEDING BAR NOTE SEEDING BAR LOCATIONS BASED ON PLAN VIEWS. THESE LOCATIONS ARE GENERALIZED, AND FINAL SEEDING METHODS SHALL BE APPROVED BY THE OWNER OR ON-SITE ENVIRONMENTAL INSPECTOR DURING CONSTRUCTION. DEFINITION CONTROLLING RUNOFF AND EROSION ON DISTURBED RIPARIAN AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH NATIVE RIPARIAN SEED. PURPOSE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. SEEDBED REQUIREMENTS TO MAINTAIN A GOOD STAND OF RIPARIAN VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADING AND EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA: ·ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 -INCHES OF WATER TO 1-INCH OF SOIL. ·SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. ·SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12-INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE. ·A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5. ·FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED. IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION, A ONE TIME APPLICATION OF SPECIAL AMENDMENTS ARE ALLOWED. HOWEVER, FERTILIZER MUST NOT OCCUR WITHIN 10-FT OF BANK OR COME IN CONTACT WITH WATER. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED. SEEDBED PREPARATION INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. ROUGHEN RIPARIAN SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. SEEDING USE CERTIFIED SEED FOR NATIVE RIPARIAN SEEDING. LABELING OF NON-CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING “PROHIBITED” NOXIOUS WEED SEED. APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER. WHEN USING BROADCAST-SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. MAINTENANCE GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RE-SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER-SEED THE STAND. SEEDING SPECIFICATIONS SEE TABLES FOR RIPARIAN AREAS SEEDING SPECIFICATIONS. THIS CUSTOMIZED SEEDING MIXTURE WAS DEVELOPED FOR THIS PROJECT BY, AND IS TO BE OBTAINED FROM, MELLOW MARSH FARMS (919-742-1200). GENERAL SEEDING REQUIREMENTS FOR UPLAND AREAS GENERAL SEEDING REQUIREMENTS FOR RIPARIAN AREAS GENERAL SEEDING REQUIREMENTS FOR WETLAND AREAS DEFINITION CONTROLLING RUNOFF AND EROSION ON DISTURBED WETLAND AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH NATIVE WETLAND SEED. PURPOSE TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. SEEDBED REQUIREMENTS TO MAINTAIN A GOOD STAND OF WETLAND VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADING AND EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA: ·FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. SEEDBED PREPARATION INSTALL NECESSARY ADJACENT (NOT IN WETLAND) MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND RETURN GRADES TO ORIGINAL CONTOURS AS MUCH AS PRACTICABLE. ROUGHEN WETLAND SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. SEEDING USE CERTIFIED SEED FOR NATIVE WETLAND SEEDING. LABELING OF NON-CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION OS SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING “PROHIBITED” NOXIOUS WEED SEED. APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER. WHEN USING BROADCAST-SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS. DO NOT APPLY MULCH OR FERTILIZER IN WETLANDS. MAINTENANCE GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RE-SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER-SEED THE STAND. SEEDING SPECIFICATIONS SEE TABLES FOR WETLAND AREAS SEEDING SPECIFICATIONS. FESCUE IS PROHIBITED IN WETLAND AREAS. APPROVED EQUIVALENT FOR UPLAND AREAS APPROVED EQUIVALENT FOR UPLAND AREAS APPROVED EQUIVALENT FOR UPLAND AREAS APRIL 15 - AUGUST 15 GERMAN MILLET 40 LBS/ACRE PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 8 1 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY APPLICATION TYPE AND RATE (LBS/ACRE) SEED MIX NOTES VIRGINIA WILD RYE INDIANGRASS SOFT RUSH DEER TONGUE 10 LBS/ACRE 10 LBS/ACRE 5 LBS/ACRE 5 LBS/ACRE BASED ON 35 LBS/ACRE VALUE EXCEEDING MANUFACTURERS 25 LBS/ACRE TYPICAL WITH ELIMINATION OF COMPETITIVE SPECIES OF PLANTS/SHRUBS TO INCLUDE PERENNIAL GRASSES WITH COVER CROP AT HIGHER 35 LBS/ACRE RATE. APPLICATION TYPE AND RATE (LBS/ACRE) SEED MIX NOTES VIRGINIA WILD RYE INDIANGRASS SOFT RUSH DEER TONGUE 10 LBS/ACRE 10 LBS/ACRE 5 LBS/ACRE 5 LBS/ACRE BASED ON 35 LBS/ACRE VALUE EXCEEDING MANUFACTURERS 25 LBS/ACRE TYPICAL WITH ELIMINATION OF COMPETITIVE SPECIES OF PLANTS/SHRUBS TO INCLUDE PERENNIAL GRASSES WITH COVER CROP AT HIGHER 35 LBS/ACRE RATE. UPLAND SEEDING SPECIFICATIONS SEED MIX APPLICATION TYPE AND RATE (LBS/ACRE)AMENDMENT NOTES TALL FESCUE BAHIA GERMAN MILLET 100 LBS/ACRE 25 LBS/ACRE 10 LBS/ACRE PELLITIZED LIME (250 LBS/ACRE) 10-10-10 FERTILIZER (500 LBS/ACRE) SOIL AMENDMENT RATES REDUCED DUE TO CURRENT VEGETATION STATE AND ACTIVE SOIL CONDITION, AS WELL AS AMENDMENTS PLACED WITHIN PROJECT DURATION. BASED ON PELLETIZED LIME RATES AT A 1:10 VALUE OF AGRICULTURAL LIME (250 LBS P = 2,500 LBS A). PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001081 0 80 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC SEEDING REQUIREMENTSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R TOE-OF-BANK CURLEX II OR ENGINEER APPROVED EQUIVALENT WIDTH OF DISTURBANCE TO CHANNEL TO BE MINIMIZED PROPOSED PERMANENT EASEMENT (WIDTH VARIES) NORMAL WATER LINE SEE PLAN VIEW TEMPORARY MATTING STREAMBANK STABILIZATION NOTES 1. OPEN CUT STREAM CROSSINGS TO BE SCHEDULED DURING DRY CONDITIONS. CONSTRUCTION OF CROSSING SHALL BE WORKED CONTINUOUSLY FROM START OF EXCAVATION OF THE TRENCH TO INSTALLATION OF THE PIPE TO FINAL RESTORATION OF THE STREAMBED AND STREAM BANKS. 2. TEMPORARY PUMP AROUND BYPASSES EMPLOYED FOR STREAM CROSSING WILL BE MONITORED 24/7 UNTIL CHANNEL IS STABILIZED AND FLOW RESTORED TO CHANNEL. 3. THE CONTRACTOR WILL RESTORE THE CONTOURS OF THE BED AND BANKS OF ALL WATERWAYS IMMEDIATELY AFTER PIPE INSTALLATION AND BACKFILL, EXCEPT OVER THE TRAVEL LANE. TRAVEL LANES AND BRIDGES MAY STAY IN PLACE UNTIL HYDROSTATIC TESTING AND CLEANUP ARE COMPLETE. ALL MATERIALS USED TO SUPPORT CONSTRUCTION ACTIVITIES WILL BE REMOVED FROM WATERBODIES AND WETLANDS, INCLUDING, BUT NOT LIMITED TO, FLUMES, MATS, PLASTIC SHEETING, AND SANDBAGS. 4. THE STREAM BANK CONTOUR SHALL BE RE-ESTABLISHED. ALL DEBRIS SHALL BE REMOVED FROM THE STREAMBED AND BANKS. STREAM BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED WITHIN 24 HOURS OF COMPLETING THE CROSSING IF PRACTICABLE. 5. IMMEDIATELY FOLLOWING RECONSTRUCTION OF THE STREAM BANKS, THE CONTRACTOR SHALL INSTALL SEED AND EROSION CONTROL FABRICS ON WATERBODY BANKS. 6. INSTALL AND ANCHOR CURLEX II OR ENGINEER APPROVED EQUIVALENT ACCORDING TO MANUFACTURER'S INSTRUCTIONS. STABILIZE FILL PROPOSED GAS PIPELINE 2 - CURLEX CHANNEL APPLICATION DETAIL3 - PROPOSED TEMPORARY WORKSPACE PLAN VIEW STABILIZED CHANNEL 2:1 S L O P E 2: 1 S L O P E WATER LEVEL GRASS SEED IS SPREAD BENEATH EROSION CONTROL FABRIC. SEED MIX CAN BE FOUND WITH EROSION CONTROL DETAILS INSTALL CURLEX NETFREE OR ENGINEER APPROVED EQUIVALENT TYPICAL CROSS SECTION STABILIZED CHANNEL PROPOSED GAS LINE 5' NOTES: 1. SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR WITHIN 50 FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE. 2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG WHEN PUMPING. 3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO 12 OF THE BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. 0'-6" MIN. SEDIMENT FILTER BAG 2'-0" MIN. 1:1 1: 1 GEOTEXTILE FABRIC (TYPE III) OR EXISTING VEGETATION STREAM SILT FENCE WITH WIRE BACKING 6" MIN. FILTER BAG VARIES 10'-0" MINIMUM GEOTEXTILE FABRIC (TYPE III) 50' MINIMUM EXISTING VEGETATIVE BUFFER SILT FENCE WITH WIRE BACKING 2' MIN. GEOTEXTILE FABRIC (TYPE III) OR EXISTING VEGETATION EXISTING GROU N D L I N E TOP OF BANK STREAM USE WOOD CHIPS PAD TO LEVEL BAG FROM NATURAL GROUNDLINE. WOOD CHIPS CAN BE OMITTED WHEN BAG IS POSITIONED ON GROUND LEVEL. TOP OF BANK VARIES WITH GROUND LINE SLOPE 2'-0" MIN. VARIES WITH GROUNDLINE SLOPE10' MIN. OPTIONAL LIFTING STRAPS SEWN-IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE (OPTIONAL) SILT FENCE WITH WIRE BACKING GEOTEXTILE FABRIC (TYPE III) UNDER AND COVERING ENTIRE WOOD CHIP PAD SILT-SAVER SEDIMENT FILTER BAG WOOD CHIPS GEOTEXTILE FABRIC (TYPE III) OR EXISTING VEGETATION 2'-0" MIN. 0'-6" MIN. SECTION A TYPICAL SEDIMENT FILTER BAG (NOT TO SCALE) A - 50' MIN. DISTANCE FROM STREAM PLAN VIEW SILT-SAVER DEWATER FILTER BAG 6" X 15"2" - 3"PUMP 13" X 15"0'-4"PUMP 13" X 25"0'-6"PUMP 4 - OUTLET PROTECTION1 - STAKING PLAN NOTES: 1. STAKES WILL BE SPACED ACROSS THE LENGTH OF THE COIR BLOCK. LEAVE AT LEAST 2" OF THE DEAD STAKE ABOVE GROUND. 2. INSERT MALE END OF SECOND COIR BLOCK INTO FEMALE END (DOWNSTREAM END) OF COIR BLOCK AND DRIVE STAKES THROUGH OVERLAPPING FABRICS AS SHOWN. ADD ADDITIONAL BLOCKS UNTIL THE DESIRED LENGTH IS ACHIEVED. 3. BACKFILL BOTTOM AND BACK OF COIR BLOCKS AND COMPACT PER INSTALLATION NOTES. 4. REPEAT STEPS AS NECESSARY FOR A MAX OF 2 COIR BLOCK LIFTS TOPPED WITH ADDITIONAL SOIL LIFTS UNTIL DESIRED HEIGHT IS ACHIEVED. INSTALLATION NOTES: 1. VEGETATED GEOGRIDS ARE TO BE CONSTRUCTED WITH A PREFABRICATED COIR BLOCK EQUAL TO MATCH DESIGN SLOPE AND TO PROVIDE OVERLAP OF FABRIC FOR PROPER INSTALLATION OF DEAD STOUT STAKES. SEE STAKING PLAN OF LIFT BEFORE INSTALLING VEGETATED GEOGRID. CLEAN AND GRADE BASE OF PROPOSED BANK. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 2. THE VEGETATED GEOGRID (WITH EROSION CONTROL FABRIC CONSISTING OF AEC PREMIER COCONUT WITH FIBERNET OR CURLEX III WITH FIBERNET) IS INSTALLED IN A SERIES OF INDIVIDUAL LIFTS (12" HIGH) WITH EACH SUCCESSIVE LIFT INSTALLED DIRECTLY ON TOP OF AND OFFSET LANDWARD FROM THE PREVIOUS LIFT AS SHOWN. 3. COMPACT EACH LAYER OF SOIL BACKFILL IN 6" MAXIMUM LIFTS, TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ATSM D). 4. REFER TO TABLE IN THIS DETAIL FOR NUMBER OF LIFTS. FIRST TWO LIFTS SHALL BE COIR BLOCK LIFTS. ADDITIONAL LIFTS SHALL BE SOIL LIFTS WRAPPED IN EROSION CONTROL FABRIC. 5. AFTER EACH LIFT HAS BEEN COMPACTED, BUT PRIOR TO COVERING WITH ATTACHED COIR FABRIC MAT, BROADCAST APPLY A LAYER OF SEED OVER THE EXPOSED FACE OF VEGETATED GEOGRID. AFTER SEEDING, COVER WITH COIR FABRIC MAT AND STAKE AS SHOWN. 6. EACH COIR BLOCK LIFT SHALL BE PLANTED WITH 2" HERBACEOUS PLUGS AT SPACING OF 3' OC. SOIL LIFTS SHALL BE PLANTED WITH 3 GALLON SHRUBS AT A SPACING OF 3' OC. 7. WHERE STRUCTURE PLACEMENT COINCIDES WITH VEGETATED GEOGRID, COMPLETE THE STRUCTURE AS NOTED IN THE PLANS, AND THEN INSTALL THE VEGETATED GEOGRID SO IT BUTTS UP AGAINST THE STRUCTURE SILLS UPSTREAM AND DOWNSTREAM FACES. PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 8 2 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY GEOGRID CHANNEL BANK STABILIZATION (NOT TO SCALE) 5 - NOTES: 1. INSPECT RECP FOR SIGNS OF RILL OR GULLY EROSION BELOW THE MATERIAL. 2. ANY SIGNS OF EROSION, TEARING OF THE MATERIAL, OR AREAS WHERE THE MATERIAL IS NO LONGER ANCHORED FIRMLY TO THE GROUND SHOULD BE REPAIRED OR REPLACED. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001082 0 81 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R ORIGINAL GRADE CLASS A STONE FILTER FABRIC PLAN VIEW SUPPLY WATER TO WASH WHEELS IF NECESSARY NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE SWALE OR OTHER SEDIMENT CONTROL DEVICE FL O W EX I S T I N G P A V E D R O A D W A Y SECTION A PIPE/CULVERT IF NECESSARY PIPE/CULVERT IF NECESSARY CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE - CLASS A. 2. WIDTH - 25' MIN. 3. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R.O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS. 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R.O.W. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC R.O.W. MUST BE REMOVED IMMEDIATELY. 2:1 OR FLATTER A - 12' MIN. WIDTH 100' MIN. (WAKE COUNTY) 8" MIN. ≈20' R MIN. WOVEN WIRE FENCE BACKING TOTAL WIDTH 32' MIN. SILT FENCE WIITH WIRE BACKING FABRIC TOTAL WIDTH 36" BOTTOM OF WOVEN WIRE FENCE BACKING SHALL BE POSITIONED AT THE BOTTOM OF THE TRENCH BOTTOM OF TRENCH STEEL POST (TYP.) ANCHOR PLATES EXISTING GROUND SECTIONAL VIEW SILT FENCE TIEBACK 8' MAX STANDARD FABRIC WITH WIRE FENCE 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 4'MAX ON PONDING AREAS 2" MIN. 24" MIN. NO MORE THAN 24" OF FABRIC ALLOWED ABOVE GROUND LEVEL 8" MIN. 8" 4" 26" FABRIC ABOVE GROUND MIN. 24" POST BELOW GROUND 2" MIN STEEL POST (STD. "T" OR "U" SECTION) SILT FENCE WITH WIRE BACKING FABRIC AND WOVEN WIRE FENCE BACKING EXISTING GROUND BACKFILL WITH COMPACTED SOIL OR DOT #5 OR #57 WASHED STONE (SEE NOTE 7) ANCHOR SILT FENCE WITH WIRE BACKING FABRIC 8" DEEP WITH 4" RUN-OUT LENGTH. COMPACT BACKFILL. SECURE TO POST BY WRAPPING SILT FENCE WITH WIRE BACKING EXISTING GROUNDANCHOR STAKE MIN. 18" LONG TO BE PLACED 12" INTO GROUND TIEBACK BETWEEN FENCE POST AND ANCHOR STAKE TO BE NO. 8 (0.25") HOLLOW BRAIDED POLYPROPYLENE ROPE WITH MINIMUM TENSILE STRENGTH OF 1,200 POUNDS FLOW FLOW POSITION POST/FABRIC ASSEMBLY AT VERTICAL TO A MAX 5° FROM THE VERTICAL (ANGLED TOWARD FLOW) NOTES: 1. SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY FROM SHEET FLOW ONLY. USE SILT FENCE WITH WIRE BACKING UP-GRADIENT TO, AND ALONG THE PERIMETER OF STREAMS, WETLANDS, PONDS, SPRINGS, OR OTHER NATURAL WATER RESOURCES LOCATED WITHIN OR ADJACENT TO THE PROJECT RIGHT OF WAY. 2. THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 150 LINEAR FEET OF FENCE LENGTH. MAXIMUM SLOPE LENGTH BEHIND FENCE ON UPSLOPE SIDE SHALL BE 290 FEET ( AS MEASURED ALONG GROUND SURFACE) 3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING WIRE TO THEM. WOVEN WIRE FENCE BACKING TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT LEAST SIX PER POST. 4. FABRIC SHALL BE FASTENED SECURELY TO WOVEN WIRE FENCE BACKING WITH THE TIES SPACED EVERY 24 INCHES ALONG TOP AND MIDSECTION. 5. STOP SILT FENCE AT PAVED CROSSINGS, USE ALTERNATIVE MEASURE IF NECESSARY. 6. COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY BUFFERS TO MINIMIZE IMPACT. 7. USE DOT #5 OR #57 WASHED STONE TO BACKFLOW TRENCH WHEN FLOW WILL RUN PARRELLEL TO THE TOE OF THE FENCE. WHILE THIS SITUATION IS SOMETIMES UNAVOIDABLE, SILT FENCE, SHOULD GENERALLY NOT BE USED AS A DIVERSION. PLASTIC OR WIRE TIES. MAINTENANCE: 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SILT FENCE OUTLET8 - TYPICAL GRAVEL CONSTRUCTION ENTRANCE/EXIT TYPICAL SILT FENCE 6 - 7 - 3' FT WIRE MESH STONE OR COMPOST SOCK 1/4 WIRE MESH SEDIMENT CONTROL STONE OR COMPOST SOCK 2 FT 1 FT MIN 1 FT MINWATER FLOW STEEL POST - 2 FT DEPTH 2 FT1/4 WIRE MESH IF STONE IS USED SEDIMENT CONTROL STONE OR 12" COMPOST SOCK 1/4 WIRE MESH 2 : 1 STEEL POST SILT FENCE OR SILT FENCE WITH WIRE BACKING NOTES: 1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. 12" COMPOST SOCK MAY ALSO BE USED. 2. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS. 3. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTING WIRE TO THEM. WIRE MESH (AND WOVEN WIRE FENCE BACKING) TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. THE WIRE FASTENERS SHOULD BE EVENLY SPACED WITH AT LEAST 6 PER POST. 4. SPACE POST A MAXIMUM 3FT. 5. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" IN WIDTH ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION. 1 FT MIN PLASTIC OR WIRE TIES (TCE) (SF) (SFO) CLEAN WATER DIVERSION9 -(CWD) (NOT TO SCALE) 12" COMPOST SOCK (MIN) AREA TO BE PROTECTED INSET A UNTRENCHED INSTALLATION FLOW FLOW 4' MAX. 12" MIN. FRONT VIEW TOP VIEW 2" X 2" STAKE 4 FT 2 FT 2" X 2" STAKE(TYP) 2 IN SEE INSET A 12" COMPOST SOCK (MIN) 12" COMPOST SOCK (MIN) DOWN SLOPE STAKE (TYP) 12" COMPOST SOCK (MIN) (TYP) 3' MIN 3' OVERLAP (TY P ) UP SLOPE STAKE (TYP) FL O W FL O W FL O W CLEAN WATER DIVERSION MAINTENANCE 1. INSPECT CLEAN WATER DIVERSION AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 1.0 INCHES WITHIN A 24 HOUR PERIOD. 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH ONE-HALF OF THE HEIGHT OF THE WATTLE. 10' (TYP) 20' MIN. ACCESS ROAD 30'-50' DISTURBED AREA FOR ACCESS ROAD CLEARING AND GRUBBING AREA 3" EXISTING GRADE FILTRATION GEOTEXTILE TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE SOFT SOIL IS ANTICIPATED) COMPACTED SOIL MACHINE CLEARING ONLY AREA MACHINE CLEARING ONLY AREA INSTALLATION NOTE: 1. USE 6" OF COMPACTED ABC STONE AS SHOWN ON PLANS. STONE TYPICALLY INSTALLED ON SLOPES OF 20% OR MORE. 2. TEMPORARY ACCESS ROAD CAN BE CONSTRUCTED TO SUIT THE NEEDS OF THE CONTRACTOR AS NECESSARY. MAINTENANCE NOTE: 1. MONITOR TO SUPPLEMENT STONE OR BLADE TO MAINTAIN UNIFORM RIDING SURFACE. 2. CONTRACTOR TO MAINTAIN ACCESS ROADS FOR FULL DURATION OF CONSTRUCTION. 3. CONTRACTOR TO CLEAR TREE CANOPY OVER ROAD TO ALLOW FOR PASSAGE OF EQUIPMENT AND TRUCKS PERMANENT ACCESS ROAD DETAIL (NEW INSTALLATIONS) 10 - 1/4 INCH PER FOOT (2%) SIDE SLOPE (TYPICAL) WOOD MULCH OR COMPOST TO 1/2 HEIGHT OF THE LOG MULCH OR COMPOST FOR UNTRENCHED SOCKS. PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 8 3 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001083 0 82 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R SEE CHA R T FLOW FLO W FLO W FLOW FLO W TRAVEL L A N E O R P I P E L I N E T R E N C H 4' MAX B E T W E E N P O S T S SLOPE 10 TO 20% >20% SLOPE LENGTH BETWEEN HOOKS (FT) 100 50 1. USE SILT FENCE WITH J. HOOKS WHEN THE PIPELINE CONSTRUCTION TRANSVERSES A SLOPE GREATER THAN 10% AND SILT FENCE ALONG EITHER SIDE ALONE IS NOT EFFECTIVE. 2. SILT FENCE SHOULD BE INSTALLED AND MAINTAINED PER SILT FENCE DETAIL. 3. INSTALL A SILT FENCE DETAIL OUTLET (PER DETAIL) IN EVERY OTHER J HOOK. MAINTENANCE: 1. INSPECT SEDIMENT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. J-HOOK DETAIL13 - COMPOST SOCK INSTALLATION DETAIL (NOT TO SCALE) 12" MINIMUM COMPOST SOCK AREA TO BE PROTECTED 2" X 2" STAKES SECTION UNTRENCHED INSTALLATION PLAN FLOW WOOD MULCH OR COMPOST TO 1/2 HEIGHT OF LOG FLOW 4' MAX. MULCH OR COMPOST FOR UNTRENCHED SOCKS SHEET FLOW WORK AREA 12" MINIMUM COMPOST SOCK 12 - 12" MIN. AREA TO BE PROTECTED CURLEX SLOPE APPLICATION DETAIL (CX) (CS) (SFJ) R-O-W E D G E 12" MIN . COMPO S T S O C K 11 - INSTALLATION: 1. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. 2. PRIOR INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER THAN ONE INCH THAT MAY INTERFERE WITH PROPER FUNCTION OF THE COMPOST SOCK 3. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM. 4. OAK OR OTHER DURABLE HARDWOOD STAKES 2"X2" IN CROSS SECTION SHOULD BE USED. STAJES SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 4 FEET AND SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE COMPOST SOCK. 5. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD I IN PLACE DURING RUNOFF EVENTS. 6. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF HE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION USING THE SEEDING SPECIFICATIONS IN THE EROSION AND SEDIMENTATION CONTROL PLAN. 7. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL STREAMS. MAINTENANCE: INSPECT COMPOST SOCKS WEEKLY AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER) REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. DISPOSAL/RECYCLING: COMPOST MEDIA IS COMPOSTED ORGANIC PRODUCT RECYCLED AND MANUFACTURED FROM LOCALLY GENERATED ORGANIC, NATURAL, AND BIOLOGICALLY BASED MATERIALS. ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION ACTIVITY HAS BEN COMPLETED,THE COMPOST MATERIAL MAY BE DISPERSED WITH A LOADER, RAKE, BULLDOZER OR SIMILAR DEVICE AND MAY BE INCORPORATED INTO THE SOIL AS AN AMENDMENT OR LEFT ON THE SOIL SERVICE TO AID IN THE PERMANENT SEEDING AND LANDSCAPING. LEAVING THE COMPOST MEDIA ON SITE REDUCES REMOVAL AND DISPOSAL COSTS COMPARED TO OTHER SEDIMENT CONTROL DEVICES. THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM MEDIA AND DISPOSED OF PROPERLY. THE PHOTODEGRADABLE MESH MATERIAL WITH DEGRADE IN 2 TO 5 YEARS IF LEFT ON SITE. BIODEGRADABLE MESH MATERIAL IS AVAILABLE AND DOES NOT NEED TO BE EXTRACTED AND DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN 6 TO 12 MONTHS. USING BIODEGRADABLE COMPOST SOCKS COMPLETELY ELIMINATES THE NEED AND COST OF REMOVAL AND DISPOSAL. WOOD OR MULCH COMPOST TO 12 HEIGHT OF LOG SILT FENCE OUTLET PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 8 4 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REQUIRED SPACING (L) AND MATERIALS FOR TRENCH TRENCH SLOPE (%) 5 TO 15 > 15 TO 30 > 30 L (FEET) 300 200 100 BREAKER MATERIAL CLAY, BENTONITE, OR FOAM CLAY, BENTONITE, OR FOAM CLAY, BENTONITE, OR FOAM NOTES: 1. THE PREFERRED CONSTRUCTION MATERIAL FOR THE TRENCH BREAKERS IS SAND BAGS, WHICH ARE DURABLE YET FLEXIBLE AND WILL CONFORM TO THE GRADUAL SHIFTING OF THE PIPELINE AND BACKFILL. 2. IN AGRICULTURAL LANDS, TOP OF THE TRENCH BREAKER WILL NOT BE CLOSER THAN TWO FEET FROM THE RESTORED SURFACE. 3. TRENCH BREAKERS SHOULD BE PLACED ON EITHER SIDE OF STREAM AND WETLAND CROSSINGS. 4. FOR UTILITY LINES CONSTRUCTED WITHIN WETLANDS, AND ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND. ANTI-SEEP COLLARS MAY BE CONSTRUCTED WITH CLASS B CONCRETE, COMPACTED CLAY, PVC PIPE, OR METAL COLLARS. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS. THE COMPACTED CLAY SHALL HAVE SPECIFIC INFILTRATION OF 1X10-5 CM/SEC OR LESS. A SECTION OR PLAN VIEW DIAGRAM IS ATTACHED FOR THE ANTI SEEP COLLARS. TRENCH BREAKER PLUG TOP SOIL BACKFILL MATERIAL SLOPE =/>5% SANDBAGS EXTEND 6" (MIN.) INTO TRENCH WALL SANDBAGS (SHALL NOT BE FILLED WITH TOPSOIL) SANDBAGS TOP SOIL (SHALL NOT BE FILLED WITH TOPSOIL) PLAN VIEW SANDBAGS EXTEND 6" (MIN.) INTO TRENCH WALL PI P E L I N E PIPELINE PROFILE VIEW COMPACTED BACKFILL COMPACTED BACKFILL NATIVE SOILS NOTES: 1. TRENCH PLUGS INSTALLED AT WETLAND/WATERBODY BOUNDARIES SHALL BE CONSTRUCTED OF BENTONITE. FRONT VIEW 14 - CONCRETE FILLED SACKS ARE NOT TO BE USED SILT FENCE OUTLET SILT FENCE OUTLET NOTES: 1. INSPECT RECP FOR SIGNS OF RILL OR GULLY EROSION BELOW THE MATERIAL. 2. ANY SIGNS OF EROSION, TEARING OF THE MATERIAL, OR AREAS WHERE THE MATERIAL IS NO LONGER ANCHORED FIRMLY TO THE GROUND SHOULD BE REPAIRED OR REPLACED. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001084 0 83 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R TYPICAL WATER BAR / SLOPE BREAKER (SB)18 - MAINTENANCE NOTES: 1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETER COMPOST SOCK OR ONE-HALF CAPACITY OF THE TRAPS. 2. REPLACE OR CLEAN THE COMPOST SOCK AS NEEDED TO ALLOW RUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEEN RAIN EVENTS. 3. MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THAT THE COMPOST SOCK REMAIN SECURELY ANCHORED AFTER RAIN EVENTS OR HIGH WATER CONDITIONS. 4. MONITOR DAILY TO SUPPLEMENT STONE APPROACHES TO ENSURE PROPER FUNCTIONALITY. 5. CLEAN ANY ERODIBLE MATERIAL TRACKED ONTO THE APPROACHES IMMEDIATELY. EXTEND STONE UPWARD AND REVEGETATE AS NEEDED TO PROTECT CUT SLOPES INSTALL TRAP ON EITHER SIDE OF CREEK. TRAP SIZE WILL VARY ACCORDING TO LENGTH OF ACCESS ROAD DRAINING TO THIS POINT EQUAL TO 50 CU. FT. PER 100FT OF ROAD SURFACE FLOW DIVERSION COMPOST SOCK TO ABUT CROSSING. USE 1 FOOT OVERLAP ON ADJOINING COMPOST SOCK STONE APPROACH STONE APPROACH STREAM CHANNEL COMPOST SOCK TO ABUT CROSSING PERSPECTIVE VIEW LONGITUDINAL SECTION STONE APPROACHSTONE APPROACH SURFACE FLOW DIVERSION TO TRAP FILTRATION GEOTEXTILE ROCK OVER EARTH FILL STREAM BED ORIGINAL STREAMBANK FILTRATION GEOTEXTILE PERMANENT STREAM CROSSING DETAIL17 - SURFACE FLOW DIVERSION TO TRAP PROFESSIONAL ENG/ARCH STAMP W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 8 5 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 2 7 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY SOIL SUSCEPTIBLE TO EROSION CONSTRUCT DEWATERING STRUCTURE TO ACCOMMODATE ANTICIPATED PUMPING RATES. EXAMPLE PUMPING RATE = 200 G.P.M. STORAGE VOLUME (C.F.) = 16 X 200 G.P.M. = 3200 C.F. HEIGHT OF STRAW BALE STRUCTURE = 3 FEET (2 BALES STACKED) (BASED ON HEIGHT OF BALES, NOT SILT FENCE) INSIDE DIMENSIONS OF STRUCTURE = 33 X 33 FEET SQUARE NOTES: 1. SILT FENCE ENDS MUST BE WRAPPED TO JOIN TWO SECTIONS. 2. INSTALL SILT FENCE 2 INCHES ABOVE TOP OF STRAW BALES, AND ANCHOR A MINIMUM OF 8 INCHES STRAIGHT DOWN. 3. SILT FENCE POST STAKING MUST BE 4 FEET OR LESS. 4. DEWATERING INTAKE HOSE SUPPORTED AT LEAST 1 FOOT FROM BOTTOM OF TRENCH BEING DEWATERED. 5. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE COMPANY'S UPLAND EROSION CONTROL, REVEGETATION, AND MAINTENANCE PLAN GEOTEXTILE FABRIC APRON (8'-10') SECURED WITH WOODEN STAKES OR STAPLES SILT FENCE FILTER BAG DEWATERING FABRIC LINING GEOTEXTILE STRAW BALE DEWATERING STRUCTURE WITH FILTER BAG16 - GENERAL NOTES: 1. NO WASTES, SPOILS, SOLIDS OR FILLS WILL BE PLACED WITHIN WETLANDS, WATERS OR RIPARIAN AREAS. 2. WETLAND CROSSINGS SHALL BE RESTORED TO ORIGINAL CONTOURS ONCE CONSTRUCTION IS COMPLETED. 3. TO RESTORE THE CORRIDOR IN WETLAND AREAS THE CONTRACTOR WILL USE A NATIVE SEED MIX, WHICH WILL BE DISTRIBUTED WITH PLACEHOLDER SPECIES TO PROVIDE SOIL STABILIZATION UNTIL THE PERMANENT SEEDING GERMINATES AND BECOMES ESTABLISHED. THIS SEED MIX WILL BE COMPRISED OF SPECIES THAT ARE NATIVE TO THE COUNTY (WITH THE EXCEPTION OF THE PLACEHOLDER SPECIES. 4. ADDITIONAL MEASURES MAY BE NECESSARY IN ORDER TO PROTECT AFFECTED CREEKS AND WETLANDS. 5. EXCAVATION FOR WETLAND CROSSING AND INSTALLATION OF PIPE SHALL BE CONDUCTED IN THE SAME DAY TO THE FULLEST EXTENT PRACTICAL BACKFILLING AND RESTORATION OF WETLANDS SHOULD OCCUR AS SOON AS PRACTICAL UPON COMPLETION OF PIPE INSTALLATION. 6. TREES WILL BE CUT AND STUMPS LEFT IN PLACE. 7. TOPSOIL REMOVED FROM WETLANDS SHOULD BE KEPT SEPARATELY FROM OTHER TOPSOIL STOCKPILES AND REPLACED IN THE SAME AREA. USE WETLAND MIX OR APPROVED EQUAL FOR FINAL STABILIZATION. WETLANDBOUNDARY PIPELINE 50' SETBACK EXTRA WORKSPACE INSTALL ECDS AT EDGE OF WORKSPACE AS NECESSARY TEMPORARY CONSTRUCTION RIGHT OF WAY TEMPORARY CONSTRUCTION WORKSPACE TOPSOIL STRIPPED FROM TRENCH IN UNSATURATED WETLAND TRENCH SPOIL TRENCH PLACE SEDIMENT CONTROL BARRIERS ACROSS THE WORKING SIDE OF R.O.W. AT THE END OF EACH DAY TEMPORARY CONSTRUCTION RIGHT OF WAY CONSTRUCTION MATS IF NECESSARY NOTE: SEDIMENT BARRIERS MAY ALSO BE INSTALLED AT THE EDGE OF THE CONSTRUCTION R.O.W. AS NECESSARY TO CONTROL SEDIMENT WITHIN WORK AREAS 15 - SILT FENCE OUTLET BACKFILLED PIPE TRENCH SLOPE BREAKER DIVERSION SLOPE MAX 2% ISOMETRIC VIEW WATER BAR INSPECTION & MAINTENANCE 1. INSPECT WATER BARS AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 1.0 INCHES WITHIN A 24 HOUR PERIOD. 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. WATER BARS THAT ARE DAMAGED THROUGHOUT THE WORK DAY SHOULD BE REPAIRED AT THE END OF EVERY SHIFT OR EARLIER IN THE EVENT OF A RAIN EVENT APPROACHING. 3. REPLACE COMPOST FILTER SOCK AT SEDIMENT PITS AS NECESSARY AND REAPPLY POLYACRYLAMIDES (PAM) AFTER EACH RAINFALL EVENT THAT EXCEEDS 0.5 INCHES. 4. KEEP WATER BAR FREE OF DEBRIS AND OBSTRUCTIONS. THE CONTRACTOR MAY NEED TO REDRESS OR RESHAPE WATER BARS PERIODICALLY THROUGHOUT THE PROJECT. 5. SEED AND MULCH PERMANENT WATER BARS FOLLOWING CONSTRUCTION. 6. REMOVE ACCUMULATED SEDIMENT FROM OUTLETS AND SEDIMENT PITS AS NECESSARY. WATER BAR NOTES 1. INSTALL WATER BARS ON SLOPES PER NCDEQ'S "RIGHT-OF-WAY DIVERSIONS (WATER BARS)" DETAIL ON SPACING. 2. CONSTRUCT WATER BARS OF COMPACTED EARTH. WATER BARS MUST BE A MINIMUM OF 18-INCH MEASURED FROM CHANNEL BOTTOM TO TOP OF BERM. 3. INSTALL SEDIMENT PIT AT EACH OUTLET OF WATER BAR AND INSTALL A MINIMUM 12-INCH EXCELSIOR COMPOST FILTER SOCK ON UPSTREAM SIDE. USE 2-INCH BY 2-INCH HARD WOODEN STAKES TO ANCHOR IN PLACE WITH A MINIMUM 2-FT SPACING. 4. SILT FENCE OUTLETS SHALL BE USED TO FILTER AND REDUCE THE VELOCITY OF SEDIMENT LADEN WATER WHERE OUTLETS DISCHARGE OFFSITE. 5. SILT FENCE "J-HOOKS" SHALL BE USED TO FILTER AND REDUCE THE VELOCITY OF SEDIMENT LADEN WATER. SILT FENCE "J-HOOKS" SHALL BE SPACED BASED ON CONDITIONS IN THE FIELD. 6. THE USE OF POLYACRYLAMIDES (PAM) IS OPTIONAL WATER BAR SPACING SLOPE (%)SPACING (FT) <5 5-10 10-20 20-33 >33 125 100 75 50 25 TYPICAL WETLAND CROSSING DETAIL (TWC) PIPE SIZE AS SHOWN ON PLANS PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001085 0 84 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R ADDITIONAL NOTES: 1. SPAN BRIDGE SHALL BE CONSTRUCTED OF TWO LAYERS OF DECKING WITH GEOTECH FABRIC PLACED BETWEEN EACH LAYER. 2. REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THE DEPTH REACHES 1/2 OF THE HEIGHT OF THE PERIMETER COMPOST SOCK OR 1/2 CAPACITY OF THE TRAPS. 3. CLEAN ANY ERODIBLE MATERIAL TRACKED ONTO THE APPROACHES OR SPAN IMMEDIATELY. 4. TWO LAYERS OF MATS (SPAN & DECK) WITH GEOTECH FABRIC BETWEEN EACH LAYER. - 23 REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 4 _ E P S C \ P N G - C - 1 4 2 - 0 0 0 1 0 9 1 . d w g 5/ 1 1 / 2 0 2 2 1 1 : 2 7 A M PROFESSIONAL ENG/ARCH STAMP 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 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY SHLD. COMPOST FILTER SOCK MATTING SEE INSET A EDGE OF PAVEMENT DITC H SLOP E BACK SLOPE ISOMETRIC VIEW CROSS SECTION VEE DITCH CROSS SECTION TRAPEZOIDAL DITCH INSET A 2' (MAX.)2' UPSLOPE STAKE NATURAL GROUND 2' DOWNSLOPE STAKE MATTING 2' UPSLOPE STAKE NATURAL GROUND 2' DOWNSLOPE STAKE MATTING 2" STAKES UPSLOPE STAKE 2' MIN.6' MIN. 12" MIN. TOP VIEW NOTES: 1. USE MINIMUM 12" DIAMETER COMPOST FILTER SOCK. 2. USE 2' WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION. 3.ONLY INSTALL SOCK(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND COMPOST SOCK AND SCOUR DITCH SLOPES AND AS DIRECTED. 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE COMPOST SOCK TO BOTTOM OF DITCH. 5. INSTALL MATTING IN ACCORDANCE WITH THE NCDOT STANDARD SPECIFICATIONS. 6. MAINTENANCE SHALL CONSIST OF REMOVAL OF LARGE MATERIALS/OBJECTS THAT MAY IMPEDE FLOW AND/OR DAMAGE THE FILTER SOCK. 7. DAMAGED FILTER SOCKS SHALL BE REPLACED IF PUNCTURED, RIPPED, OR NOT FUNCTIONING AS REQUIRED. COMPOST FILTER SOCK CHECK DAM (NOT TO SCALE)- 19 INSTALL SIDE BOARDS ACROSS ENTIRE LENGTH OF BRIDGE (BOTH SIDES) STRE A M C H A N N E L F L O W STRE A M C H A N N E L F L O W WOODEN POSTS FOR SECURING FILTER SOCKS (TYP) STEEL POSTS FOR SILT FENCE INSTALLATION (TYP) TE M P O R A R Y B R I D G E SPA N C R O S S I N G REINFORCED SILT FENCE (TYP) OVERLAP FILTER SOCKS 18" IN FRONT OF SILT FENCE (TYP) 2 - 12" STACKED FILTER SOCKS (FILTREXX Ò OR APPROVED EQUIVALENT) TEMPORARY BRIDGE APPROACH BOTTOM ROW FILTER SOCK TO BE INSTALLED BENEATH BRIDGE APPROACH AND SECURED IN PLACE UPSTREAM DAM PIPELINE SPOIL TRENCH SPOIL TRENCH SPOIL PUMP BACK UP DEVICES SEDIMENT CONTROL SPOIL ADDITIONAL TEMPORARY WORKSPACE (ATWS) 50' ATWS SETBACK FROM ORDINARY HIGH WATER MARK 20' SETBACK/BUFFER FROM OHWM 25' NECKDOWN BEGINNING 20' FROM THE OHWM PLACE SEDIMENT CONTROL DEVICES ACROSS THE WORKING SIDE OF THE ROW AT THE END OF EACH DAY NO CLEARING UNTIL TIME OF CROSSING TEMPORARY BRIDGE (IF NEEDED) TEMPORARY CONSTRUCTION WORKSPACE ENERGY DISSIPATOR DOWNSTREAM DAM SECONDARY CONTAINMENT SEDIMENT CONTROL DEVICES 20' SETBACK/BUFFER FROM OHWM TRENCH PROPOSED 12" PIPELINE WETLAND UNDISTURBED SOILSHEET PILING SHEET PILING 3' MINIMUM TOP APPROX. 12" ABOVE EX GRADE (TYP) WETLAND CROSSING SHEET PILE INSTALLATION (NOT TO SCALE)- 21 - 20 TYPICAL TEMPORARY BRIDGE CROSSING DETAIL (NOT TO SCALE) WATERBODY CROSSING DAM AND PUMP METHOD (NOT TO SCALE) NOTES: 1.REFER TO ALIGNMENT SHEETS FOR LOCATION OF BUOYANCY CONTROL MEASURES. 2.REMOVE SHEET PILING ONCE BACKFILL OF PIPE TRENCH IS COMPLETE. SHEET PILING MEMBERS INSTALL SHEET PILES 1 FT BEYOND TOP OF BANK ON EACH SIDE OF CROSSING 5' MIN COVER NOTES: 1.INSTALL SHEET PILING MIN. OF 3' APART CENTERED ON PIPELINE CROSSING. 2.REMOVE SHEET PILING ONCE BACKFILL OF PIPE TRENCH IS COMPLETE. 3.PUMPS SHALL BE OPERATING ONCE THE SHEET PILES ARE INSTALLED AND SHALL REMAIN IN OPERATION UNTIL THE SHEET PILES ARE REMOVED. SPARE PUMPS SHALL BE INSTALLED AND PLUMBED, READY FOR USE IN THE EVENT OF A PRIMARY PUMP FAILURE OR MECHANICAL ISSUE. STREAM CROSSING SHEET PILE INSTALLATION (NOT TO SCALE)- 22 SHEET PILES SHEET PILES PIPE CENTERLINE STREAM 3' MINIMUM TOP OF BANK 36" MINIMUM TOP VIEW SECTION VIEW CREEK BOTTOM PROPOSED 12" PIPELINE SHEET PILE SECTIONS, VARIABLE HEIGHT, INSTALLED PERPENDICULAR TO STREAM CHANNEL. EXTEND SHEET PILES 12-INCHES ABOVE THE TOP OF BANK GRADE NOTES 1. NO CLEARING UNTIL TIME OF CROSSING. ONLY WOODY VEGETATION MAY BE FLUSH CUT DURING INITIAL CLEARING. 2. 50' ATWS SETBACK FROM ORDINARY HIGH WATER MARK (OHWM) EXCEPT IN UPLAND AREAS OF CULTIVATED OR ROTATED CROPLAND OR OTHER DISTURBED LAND. 3. INDIVIDUAL COMPONENTS OF THE CROSSING SHALL BE MAINTAINED AS NECESSARY TO PREVENT EROSION AND CONTROL SEDIMENT MOVEMENT. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001091 0 85 OF 119 NOT TO SCALELINE 142 PIPELINE E&SC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROL I N A PR O F E S S IO N A L E NG I N E E RW I L L I AM KEI T H G U A LTIERI NO R T H C A ROL I N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 5 _ M e c h a n i c a l \ P N G - C - 1 4 2 - 0 0 0 1 1 0 8 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 3 9 A M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP S1: SUBJECT STREAM S1 AND WETLAND W3 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS S2: SUBJECT STREAM S2 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S3: SUBJECT STREAM S3 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) S4: SUBJECT STREAM S4 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S5: SUBJECT STREAM S5 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S6: SUBJECT STREAM S6 CROSSING WITH BUFFER. EXEMPT - LESS THAN 40' OF RIPARIAN BUFFER WITH MAINTENANCE CORRIDOR LESS THAN 10' IN WIDTH. STREAM (S2) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S3) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S4) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S5) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S6) (INTERMITTENT) TEMPORARY STREAM CROSSING/MAT PLACEMENT. 2,374 SF 1,970 SF 2,626 SF 2,098 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,017 SF 2,013 SF 1,811 SF 1,206 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,839 SF 2,480 SF 2,530 SF 1,833 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,586 SF 3,722 SF 832 SF 2,665 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,,272 SF 2,695 SF 2,407 SF 1,437 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 0 SF 0 SF 1,856 SF 1,453 SF STREAM 6 (S6) ANGLE: 76° STREAM 5 (S5) ANGLE: 105° STREAM 4 (S4) ANGLE: 105° STREAM 3 (S3) ANGLE: 53° STREAM 2 (S2) ANGLE: 85° STREAM 1 (S1) ANGLE: 105° STREAM (S1) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE WETLAND (W3) OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING/MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001108 0 112 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 2 0 0 + 0 0 2 0 1 + 0 0 2 0 2 + 0 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 1 4 2 - 0 0 0 1 1 0 9 . d w g 5 / 1 2 / 2 0 2 2 5 : 4 2 P M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP S7: SUBJECT STREAM S7 CROSSING WITH BUFFER. ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH. S8: SUBJECT STREAM S8 CROSSING WITH BUFFER. ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH. S9: SUBJECT STREAM S9 CROSSING WITH BUFFER. ALLOWABLE - LESS THAN 40' OF RIPARIAN BUFFER WITH A MAINTENANCE CORRIDOR GREATER THAN 10' IN WIDTH. S11: SUBJECT STREAM S11 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1,272 SF 847 SF 0 SF 0 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1,331 SF 901 SF 0 SF 0 SF STREAM 7 (S7) ANGLE: 75° STREAM 11 (S11) ANGLE: 64° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1,273 SF 848 SF 0 SF 0 SF STREAM 8 (S8) ANGLES: 105° STREAM (S8) (PERENNIAL) HDD BORE,TEMPORARY STREAM CROSSING. STREAM (S7) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. STREAM (S9) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1,207 SF 804 SF 0 SF 0 SF STREAM 9 (S9) ANGLES: 82° S10: SUBJECT STREAM S10 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) STREAM S10 HDD BORE, TEMPORARY STREAM CROSSING STREAM (S11) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. S12: SUBJECT STREAM S12 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1439 SF 803 SF 0 SF 0 SF STREAM S10 (S10) ANGLE: 94° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,692 SF 2,649 SF 2,952 SF 1,566 SF STREAM S12 (S12) ANGLE: 36° PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001109 0 113 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG STREAM S12 TEMPORARY STREAM CROSSING u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 0 0 0 1 1 1 0 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 3 9 A M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP S17: SUBJECT STREAM S17 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S18: SUBJECT STREAM S18 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING). S19/20: SUBJECT STREAMS 19 AND 20 CROSSINGS WITH BUFFER. ALLOWABLE WITH MITIGATION. STREAM (S17) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 2,405 SF 1,301 SF 0 SF 0 SF STREAM 18 (S18) ANGLE: 159° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,456 SF 3,149 SF 1,860 SF 1,516 SF STREAM 17 (S17) ANGLE: 102° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 5,145 SF 2,078 SF 2,725 SF 1,341SF STREAM 19/20 (S19/20) ANGLES: 62° & 83° STREAM (S18) (INTERMITTENT) HDD BORE, TEMPORARY STREAM CROSSING. STREAM (S19) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S20) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE S16: SUBJECT STREAM S16 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. STREAM (S16) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTUREZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,313 SF 2,291 SF 2,100 SF 1,385 SF STREAM 16 (S16) ANGLE: 85° S13/14: SUBJECT STREAM 13/14 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) STREAM (S13) (INTERMITTENT) PERMANENT STREAM CROSSING ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 0 SF 0 SF 5,432 SF 1,309 SF STREAM 13/14 (S13/14) ANGLE: XX° STREAM (S14) (INTERMITTENT) PERMANENT STREAM CROSSING S15: SUBJECT STREAM 15 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,318 SF 2,212 SF 2,321 SF 704 SF STREAM 15 (S15) ANGLE: 63° STREAM (S15) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001110 0 114 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 1 4 2 - 0 0 0 1 1 1 1 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 3 9 A M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP S24: SUBJECT STREAM S24 AND WETLAND W7 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) S25: SUBJECT STREAM S25 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S26: SUBJECT STREAM S26CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. STREAM (S25) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE STREAM (S26) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 6,332 SF 2,487 SF 2,881 SF 1,515 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,025 SF 2,656 SF 1,919 SF 1,876 SF STREAM 24 (S24) ANGLE: 140° STREAM 25 (S25) ANGLE: 86° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,798 SF 2,356 SF 3,570 SF 3,496 SF STREAM 26 (S26) ANGLE: 105° STREAM (S24) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE WETLAND W7B FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL BLASTING, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. WETLAND W7A FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. S23: SUBJECT STREAM S23 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S22: SUBJECT STREAM S22 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. STREAM (S23) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,928 SF 2,194 SF 2,556 SF 1,669 SF STREAM 23 (S23) ANGLE: 86° ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,005 SF 2,003 SF 1,800 SF 1,600 SF STREAM 22 (S17) ANGLE: 93° STREAM (S22) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE, BANK STABILIZATION. S21: SUBJECT STREAM S21 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,397 SF 3,318 SF 1,855 SF 1,162 SF STREAM 21 (S16) ANGLE: 94° STREAM (S21) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE, BANK STABILIZATION. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001111 0 115 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 464 + 0 0 465 + 0 0 466 + 0 0 467 + 0 0 468 + 0 0 4 6 9 + 0 0 4 7 0 + 0 0 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D 436 + 0 0 437 + 0 0 438 + 0 0 439 + 0 0 440 + 0 0 441 + 0 0 L O D L O D L O D L O D L O D L O D LOD L O D L O D LOD L O D L O D L O D L O D L O D LOD L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD S F S F S F SF S F S F S F SF S F S F S F S F S F SF S F S F S F S F S F SF SF SF S F S F S F S F S F S F SF SF L O D L O D L O D L O D L O D L O D LOD L O D L O D LOD L O D L O D L O D L O D L O D LOD L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD 441 + 0 0 442 + 0 0 443 + 0 0 444 + 0 0 445 + 0 0 446 + 0 0 PR O P O S E D 1 2 " GA S L I N E 30' T E M P EA S E M E N T ACCESS ROAD TS L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D L O D SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F SF L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD L O D L O D REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 1 4 2 - 0 0 0 1 1 1 2 . d w g 5 / 1 1 / 2 0 2 2 1 1 : 3 9 A M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) *PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP S33/34: SUBJECT STREAM S33/34 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,260 SF 2,160 SF 1,799 SF 1,307 SF STREAM 33/34 (S33/34) ANGLE: 100° STREAM (S33/34) (INTERMITTENT) OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE S31: SUBJECT STREAM S31 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING). ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,368 SF 2,261 SF 2,090 SF 1,361SF STREAM 31 (S31) ANGLE: 118° STREAM S31 OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE. S27: SUBJECT STREAM S27AND WETLAND W9 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,161 SF 2,107 SF 1,904 SF 1,268 SF STREAM 27 (S27) ANGLE: 105° STREAM (S27) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE WETLAND W9-B FORESTED TEMPORARY WETLAND CROSSING / MAT PLACEMENT, TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. WETLAND W9-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL BLASTING, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLAND. PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001112 0 116 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JB 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG S-32: SUBJECT STREAM S-32 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1670 SF 985 SF 2500 SF 1300 SF STREAM S-32 ANGLE: 50° STREAM S-32 S-28: SUBJECT STREAM S-28 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3000 SF 2000 SF 1800 SF 1200 SF STREAM S-28 ANGLE: 89° STREAM S-28 S-29/30: SUBJECT STREAM S-29/30 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3000 SF 2000 SF 1800 SF 1200 SF STREAM S-29/30 ANGLE: XX° STREAM S-29 STREAM S-30 u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R 6+ 0 0 7+ 0 0 35 2 ' 50' LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D G U Y R D 12+0 0 13+0 0 14+0 0 15+0 0 16+0 0 BEGIN HDD BORE 7+50 TS LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SSD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D 25+0 0 26+0 0 27+0 0 28+0 0 29+0 0 50 ' P R O P O S E D PE R M A N E N T CS X T R A I L R O A D (2 T R A C T S ) AC C E S S R O A D AR - 0 0 1 OSF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LODLOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD SF SF SF SF SF SFSFSFSF SF OSF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LODLOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 1 4 2 - 0 0 0 1 1 1 6 . d w g 5/ 1 2 / 2 0 2 2 5 : 3 2 P M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001116 0 117 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JKS 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-1: SUBJECT NRCS NJ-1 AND WETLAND W1A WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 0 SF 0 SF 3000 SF 2000 SF NRCS NJ-1 ANGLE: NA NRCS NJ-2: SUBJECT NRCS NJ-2 AND WETLAND W1B WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3751 SF 2508 SF 695 SF 468 SF NRCS NJ-2 ANGLE: 80° NRCS NJ-3: SUBJECT NRCS NJ-3 AND WETLAND W2 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 1201 SF 801 SF 0 SF 0 SF NRCS NJ-3 ANGLE: 59° WETLAND W1A FORESTED, TEMPORARY WETLAND CROSSING/MAT PLACEMENT, NO PERMANENT IMPACT. NRCS NJ-1 WETLAND W2 FORESTED HDD BORE TEMPORARY WETLAND CROSSING/MAT PLACEMENT. NO GRUBBING ALLOWED. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. NRCS NJ-2 NRCS NJ-3 WETLAND W1B FORESTED, OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE, PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. S35: SUBJECT STREAM S35 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING) S36: SUBJECT STREAM S36 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION. S37/38: SUBJECT STREAM S37/38 CROSSING WITH BUFFER. ALLOWABLE WITH MITIGATION (DUE TO NON-PERPENDICULAR CROSSING). STREAM (S36) (INTERMITTENT) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT, POTENTIAL BLASTING, DEWATERING STRUCTURE ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,015 SF 2,995 SF 3,665 SF 1,480 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3,079 SF 2,066 SF 2,032 SF 1,372 SF ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 842 SF 743 SF 4,055 SF 3,983 SF STREAM (S35) ANGLE: 62° STREAM 37 (S36) ANGLE: 94°STREAM 37/38 (S37/38) ANGLE: 130° STREAM (S35) (PERENNIAL) OPEN CUT FOR GAS LINE, TEMPORARY STREAM CROSSING/MAT PLACEMENT POTENTIAL BLASTING, DEWATERING STRUCTURE. BANK STABILIZATION. STREAM (S37/38) (PERENNIAL) OPEN CUT FOR GAS LINE, PERMANENT STREAM CROSSING, POTENTIAL BLASTING, DEWATERING STRUCTURE u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 16 9 + 0 0 17 0 + 0 0 17 1 + 0 0 17 2 + 0 0 17 3 + 0 0 17 4 + 0 0 75 ' 172' ACCESS R O A D AR-004 EASEME N T TS L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F SF S F L O D L O D L O D L O D L O D L O D L O D LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D 3 1 7 + 0 0 3 1 8 + 0 0 3 1 9 + 0 0 32 0 + 0 0 PRO P O S E D 1 2 " GAS L I N E 17' 5 0 ' TS L O D L O D L O D L O D L O D L O D L O D LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 3 7 3 + 0 0 3 7 4 + 0 0 3 7 5 + 0 0 3 7 6 + 0 0 3 7 7 + 0 0 30' TEMP EASEMENT LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SFSFSFSFSFSFSFSFSFSFSFSFSF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 12 8 + 0 0 12 9 + 0 0 13 0 + 0 0 13 1 + 0 0 13 2 + 0 0 50' TEMP EASEMENT 142-WAKE-030_000 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SFSF SFSF SF SFSF SF LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD 14 3 + 0 0 14 4 + 0 0 14 5 + 0 0 14 6 + 0 0 14 7 + 0 0 14 8 + 0 0 50' TEMP EASEMENT LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 16 3 + 0 0 16 4 + 0 0 16 5 + 0 0 16 6 + 0 0 16 7 + 0 0 PROPOS E D 1 2 " GAS LIN E 50' PROP O S E D PERMAN E N T 30' TEMP EASEME N T END HDD BORE 163+81 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SS D SS D REF. DWG(S) W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s P l a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ P N G - C - 1 4 2 - 0 0 0 1 1 1 7 . d w g 5/ 1 2 / 2 0 2 2 5 : 3 3 P M DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001117 0 118 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JKS 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-7: SUBJECT NRCS NJ-7 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3007 SF 2005 SF 3305 SF 2207 SF NRCS NJ-7 ANGLE: 86° NRCS NJ-8: SUBJECT NRCS NJ-8 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 678 SF 610 SF 4180 SF 2628 SF NRCS NJ-8 ANGLE: NA NRCS NJ-9: SUBJECT NRCS NJ-9 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3090 SF 2060 SF 1854 SF 1236 SF NRCS NJ-9 ANGLE: 104° NRCS NJ-7 NRCS NJ-8 NRCS NJ-9 NRCS NJ-4: SUBJECT NRCS NJ-4 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3360 SF 2241 SF 3382 SF 2241 SF NRCS NJ-4 ANGLE: 118° NRCS NJ-5: SUBJECT NRCS NJ-5 AND STREAM S6 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3013 SF 2009 SF 2596 SF 2470 SF NRCS NJ-5 ANGLE: 88° NRCS NJ-6: SUBJECT NRCS NJ-6 AND WETLAND W5B-A/B WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3912 SF 2614 SF 5937 SF 3519 SF NRCS NJ-6 ANGLE: 50° NRCS NJ-4 NRCS NJ-5 STREAM (S6) (INTERMITTENT) TEMPORARY STREAM CROSSING/MAT PLACEMENT WETLAND W5B-A FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. PERMANENT IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS WETLAND W5B-B FORESTED OPEN CUT FOR GAS LINE, TEMPORARY WETLAND CROSSING / MAT PLACEMENT, POTENTIAL SHEET PILE, DEWATERING STRUCTURE. TEMPORARY IMPACT DUE TO TRANSITION OF FORESTED TO NON-FORESTED WETLANDS. NRCS NJ-6 u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 39 1 + 0 0 39 2 + 0 0 39 3 + 0 0 39 4 + 0 0 39 5 + 0 0 39 6 + 0 0 50' PROPO S E D PERMANE N T 142-JOHN-058_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D 457 + 0 0 458 + 0 0 459 + 0 0 460 + 0 0 461 + 0 0 462 + 0 0 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D REF. DWG(S) DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY PROFESSIONAL ENG/ARCH STAMP PNG-G-142-0001000 TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE DWG DATEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001118 0 119 OF 119 NOT TO SCALELINE 142 PIPELINE STREAM BUFFER DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG 1853 10700 0232195 JKS 09/17/20210 05/09/2022 ISSUE FOR CONSTRUCTION Resource Center GOLDSBORO, NC05/09/2022 WKG NRCS NJ-10: SUBJECT NRCS NJ-10 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3178 SF 2119 SF 1908 SF 1271 SF NRCS NJ-10 ANGLE: 109° NRCS NJ-11: SUBJECT NRCS NJ-11 WITH BUFFER. ALLOWABLE WITH MITIGATION. ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT LEGEND: STREAM BUFFERS 3000 SF 2000 SF 1800 SF 1200 SF NRCS NJ-11 ANGLE: 76° NRCS NJ-10 NRCS NJ-11 u t i o n A 05/09/2022 NO R T H C A ROLI N A PR O F E S S IO N A L E NG I N E E RW I L LIAM KEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NG I N E E R L O C A T I O N M A P NOT TO SCALE N PROPOSEDROUTE DESIGN CONSULTANTS: ENGINEER: W. KEITH GUALTIERI, P.E. ENERGY, LAND, & INFRASTRUCTURE, LLC. 4250 NORTH FAIRFAX DRIVE, SUITE 60 ARLINGTON, VA 22203 703-994-0429 SURVEYOR: TIM VAN GELDER, PLS McKIM & CREED 8020 TOWER POINT DRIVE CHARLOTTE, NC 28227 704-841-2588 © 2021 ENERGY LAND & INFRASTRUCTURE, LLC., ALL RIGHTS RESERVED I N F R A S T R U C T U R E E N E R G Y L A N D & CARY, NORTH CAROLINA NASHVILLE, TENNESSEE ARLINGTON, VIRGINIA NC LICENSE# P-1289 PR O J E C T N U M B E R : 2 0 - 3 1 - 3 0 0 8 PR O J E C T N A M E : L I N E 1 4 2 P I P E L I N E PR O J E C T P H A S E : I S S U E F O R B I D PU B L I S H D A T E : 3 / 1 / 2 0 2 2 CONSTRUCTION PLANS FOR LINE 142 PIPELINE CLAYTON, NORTH CAROLINA CP#: 0232195 JOHN S T O N C O U N T Y WAKE C O U N T Y END PROJECTLAT: N 35.414252°LONG: W 78.231302° BEGIN PROJECTLAT: N 35.402170°LONG: W 78.311459° ISSUE DATE: 09/17/2021 ISSUE FOR BID US 70 W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 0 . d w g 3 / 1 / 2 0 2 2 9 : 0 1 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-0001000 D 1 OF 118LINE 142 PIPELINE COVER SHEETCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID Sheet List Table SHEET NUMBER TITLE PNG NUMBER REVISION 1 COVER SHEET PNG-G-142-0001000 D 2 GENERAL NOTES & ABBREVIATIONS PNG-G-142-0001001 D 3 CIVIL DETAILS PNG-G-142-0001002 D 4 CATHODIC DETAILS PNG-G-142-0001004 D 5 CATHODIC TEST STATION SUMMARY PNG-G-142-0001003 D 6 TYPICAL RIGHT-OF-WAY LAYOUT PNG-G-142-0001005 D 7 CONSTRUCTION ACCESS ROADS PNG-C-142-0001000 D 8 CONSTRUCTION ACCESS ROADS PNG-C-142-0001001 D 9 CONSTRUCTION ACCESS ROADS PNG-C-142-0001002 D 10 CONSTRUCTION ACCESS ROADS PNG-C-142-0001003 D 11 CONSTRUCTION ACCESS ROADS PNG-C-142-0001004 D 12 CONSTRUCTION ACCESS ROADS PNG-C-142-0001005 D 13 BILL OF MATERIALS PNG-C-142-0001006 D 14 HYDROSTATIC TEST MAP PNG-C-142-0001010 D 15 MLV-2 DRIVEWAY PERMIT PLAN PNG-C-142-0001007 D 16 AR-003 PERMIT PLAN PNG-C-142-0001008 D 17 AR-009 PERMIT PLAN PNG-C-142-0001009 D 18 CLAYTON COMPRESSOR SITE PLAN PNG-C-142-0001103 D 19 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001016 D 20 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001017 D 21 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001018 D 22 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001019 D 23 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001020 D 24 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001021 D 25 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001022 D 26 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001023 D 27 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001024 D 28 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001025 D 29 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001026 D 30 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001027 D 31 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001028 D 32 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001029 D 33 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001030 D 34 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001031 D 35 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001032 D 36 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001033 D 37 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001034 D 38 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001035 D 39 12 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001036 D 40 10 IN ALIGNMENT PLAN & PROFILE PNG-C-142-0001037 D 41 US 70-NCRR HDD-1 PNG-C-142-0001038 D 42 CITY OF RALEIGH HDD-2 PNG-C-142-0001039 D 43 SHOTWELL RD HDD 3 PNG-C-142-0001040 D 44 SHOTWELL RD HDD 3 PNG-C-142-0001041 D 45 NEUSE RIVER HDD-4 PNG-C-142-0001042 D 46 E GARNER ROAD BORE PNG-C-142-0001043 D 47 BALLOT ROAD BORE PNG-C-142-0001044 D 48 PRITCHARD ROAD BORE PNG-C-142-0001045 D 49 MEDLIN ROAD BORE PNG-C-142-0001046 D 50 GEOTECH BORE LOGS 1 PNG-C-142-0001047 D 51 GEOTECH BORE LOGS 2 PNG-C-142-0001048 D 52 GEOTECH BORE LOGS 3 PNG-C-142-0001049 D 53 GEOTECH BORE LOGS 4 PNG-C-142-0001050 D 54 GEOTECH BORE LOGS 5 PNG-C-142-0001051 D 55 GEOTECH BORE LOGS 6 PNG-C-142-0001052 D 56 E&SC PLAN-1 PNG-C-142-0001055 D 57 E&SC PLAN-2 PNG-C-142-0001056 D 58 E&SC PLAN-3 PNG-C-142-0001057 D 59 E&SC PLAN-4 PNG-C-142-0001058 D 60 E&SC PLAN-5 PNG-C-142-0001059 D 61 E&SC PLAN-6 PNG-C-142-0001060 D 62 E&SC PLAN-7 PNG-C-142-0001061 D 63 E&SC PLAN-8 PNG-C-142-0001062 D 64 E&SC PLAN-9 PNG-C-142-0001063 D 65 E&SC PLAN-10 PNG-C-142-0001064 D 66 E&SC PLAN-11 PNG-C-142-0001065 D 67 E&SC PLAN-12 PNG-C-142-0001066 D 68 E&SC PLAN-13 PNG-C-142-0001067 D 69 E&SC PLAN-14 PNG-C-142-0001068 D 70 E&SC PLAN-15 PNG-C-142-0001069 D 71 E&SC PLAN-16 PNG-C-142-0001070 D 72 E&SC PLAN-17 PNG-C-142-0001071 D 73 E&SC PLAN-18 PNG-C-142-0001072 D 74 E&SC PLAN-19 PNG-C-142-0001073 D 75 E&SC PLAN-20 PNG-C-142-0001074 D 76 E&SC PLAN-21 PNG-C-142-0001075 D 77 E&SC PLAN-22 PNG-C-142-0001076 D 78 E&SC PLAN-23 PNG-C-142-0001077 D 79 E&SC NOTES PNG-C-142-0001079 D 80 E&SC SEEDING REQUIREMENTS PNG-C-142-0001081 D 81 E&SC DETAILS PNG-C-142-0001082 D 82 E&SC DETAILS PNG-C-142-0001083 D 83 E&SC DETAILS PNG-C-142-0001084 D 84 E&SC DETAILS PNG-C-142-0001085 D 85 E&SC DETAILS PNG-C-142-0001091 D 86 NCRR PLAN VIEW PNG-C-142-0001086 D 87 DUKE ENERGY CROSSING-1 PNG-C-142-0001087 D 88 DUKE ENERGY CROSSING-2 PNG-C-142-0001088 D 89 DUKE ENERGY CROSSING-3 PNG-C-142-0001089 D 90 DUKE ENERGY CROSSING-4 PNG-C-142-0001090 D 91 ACCESS RD 003 GRADING & EPSC PNG-C-142-0001092 D 92 ACCESS RD 003 GRADING & EPSC (2)PNG-C-142-0001093 D 93 ACCESS RD 003 GRADING & EPSC (3)PNG-C-142-0001094 D 94 ACCESS RD 007 GRADING & EPSC PNG-C-142-0001011 D 95 ACCESS RD 007 GRADING & EPSC (2)PNG-C-142-0001012 D 96 ACCESS RD 007 GRADING & EPSC (3)PNG-C-142-0001013 D 97 ACCESS RD 009 GRADING & EPSC PNG-C-142-0001014 D 98 ACCESS RD 009 GRADING & EPSC (2)PNG-C-142-0001015 D 99 ACCESS RD 009 GRADING & EPSC (3)PNG-C-142-0001053 D 100 ACCESS RD 009 GRADING & EPSC (4)PNG-C-142-0001054 D 101 ACCESS RD 009 GRADING & EPSC (5)PNG-C-142-0001078 D 102 ACCESS RD 011 GRADING & EPSC PNG-C-142-0001080 D 103 ACCESS RD 011 GRADING & EPSC (2)PNG-C-142-0001095 D 104 COVERED BRIDGE RS GRADING PLAN PNG-C-025-0001104 D 105 ACCESS RD 011 GRADING & EPSC PNG-C-017-0001100 D 106 ACCESS RD 011 GRADING & EPSC (3)PNG-C-142-0001101 D 107 ACCESS RD 011 GRADING & EPSC (4)PNG-C-142-0001106 D 108 ACCESS RD 012 GRADING & EPSC (4)PNG-C-142-0001107 D 109 ACCESS RD 012 GRADING & EPSC (5) PNG-C-142-0001115 D 110 ACCESS RD 013 GRADING & EPSC PNG-C-142-0001102 D 111 MLV-2 GRADING PLAN PNG-C-142-0001105 D 112 LAUNCHER & RECEIVER PIPING SECTIONS PNG-M-142-0001004 D 113 STREAM BUFFER DETAILS PNG-C-142-0001108 D 114 STREAM BUFFER DETAILS PNG-C-142-0001109 D 115 STREAM BUFFER DETAILS PNG-C-142-0001110 D 116 STREAM BUFFER DETAILS PNG-C-142-0001111 D 117 STREAM BUFFER DETAILS PNG-C-142-0001112 D 118 WETLAND DETAILS PNG-C-142-0001113 D --Drawings Incorporated By Reference D REF LAUNCHER SKID DETAIL 1 --2 REF LAUNCHER SKID DETAIL 2 --2 REF LAUNCHER SKID DETAIL 3 --2 REF LAUNCHER SKID DETAIL 4 --2 REF LAUNCHER SKID DETAIL 5 --2 REF LAUNCHER SKID DETAIL 6 --2 REF LAUNCHER SKID DETAIL 7 --2 REF RECEIVER SKID DETAIL 1 --2 REF RECEIVER SKID DETAIL 2 --2 REF RECEIVER SKID DETAIL 3 --2 REF RECEIVER SKID DETAIL 4 --2 REF RECEIVER SKID DETAIL 5 --2 REF RECEIVER SKID DETAIL 6 --2 REF RECEIVER SKID DETAIL 7 --2 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI AC ALTERNATING CURRENT ADD.ADDITIONAL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE API AMERICAN PETROLEUM INSTITUTE APPROX. APPROXIMATE ASA AMERICAN STANDARDS ASSOCIATION BB BOLTED BODY BL BLIND BLDG BUILDING CFB COATING FUSION BONDED CL CENTERLINE CMP CORRUGATED METAL PIPE COMM COMMUNICATION CONST CONSTRUCTION CP CATHODIC PROTECTION DB DEED BOOK DENC DOMINION ENERGY NORTH CAROLINA DIA DIAMETER DIST DISTANCE DRL DOUBLE RANDOM LENGTH DWG DRAWING E EASTING ELL ELBOW E.O.P EDGE OF PAVEMENT EPSC EROSION PROTECTION & SEDIMENT CONTROL ERW ELECTRIC RESISTANCE WELDED ESMT EASEMENT EX.EXISTING EXT EXTENSION FBE FUSION BONDED EPOXY FIG FIGURE FPT FULL PORT FRP FIBERGLASS REINFORCED PLASTIC FT.FOOT/FEET FTG FITTING FXF FLANGE BY FLANGE GEOTECH GEOTECHNICAL HDD HORIZONTAL DIRECTIONAL DRILL H,HORIZ. HORIZONTAL HWY HIGHWAY IN.INCH/INCHES LBF POUNDS OF FORCE LF LINEAR FEET LVR LEVER M&R METERING AND REGULATING MAX.MAXIMUM MAOP MAXIMUM ALLOWABLE OPERATING PRESSURE MWP MAXIMUM WORKING PRESSURE MILS THOUSANDTHS OF AN INCH MIN.MINIMUM M.O.T.MAINTENANCE OF TRAFFIC N NORTHING N/A NOT APPLICABLE NAD 83 NORTH AMERICAN DATUM OF 1983 NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988 NC NORTH CAROLINA NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION N/F NOW OR FORMERLY NO.NUMBER NTS NOT TO SCALE O.C.ON CENTER OD OUTSIDE DIAMETER OSHA OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION PC POINT OF CURVATURE PE POLYETHYLENE PG PAGE PI POINT OF INFLECTION P&ID PIPING & INSTRUMENTATION DIAGRAM PNG PIEDMONT NATURAL GAS PROP.PROPOSED PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVT POINT OF VERTICAL TANGENCY QTY QUANTITY Rc RADIUS OF CURVATURE RCP REINFORCED CONCRETE PIPE RD ROAD RF RAISED FACE RFWN RAISED FACE WELD NECK RMU REMOTE MONITORING UNIT R/W RIGHT-OF-WAY S.R., SR STATE ROUTE STATION STD STANDARD SUE SUBSURFACE UTILITY ENGINEERING TBS TOWN BORDER STATION TEMP TEMPORARY THK THICK TI TIE-IN TW TEMPERATURE WELL TS TEST STATION TYP.TYPICAL V,VERT. VERTICAL W/WITH WLD WELD WT WALL THICKNESS WXF WELD BY FLANGE WXW WELD BY WELD ABBREVIATONS GENERAL NOTES 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. 8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED, AND DRY TO A DEWPOINT OF -40 °F PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. CONSTRUCTION NOTES 1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE 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 (LOD) MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER. WORK OUTSIDE THE LOD REQUIRES PERMIT MODIFICATIONS. THE CONTRACTOR SHOULD NOT EVER CONTACT THE LAND OWNERS FOR ANY REASON. ANY DISTURBANCE OUTSIDE OF THE LOD REQUIRES AN AMENDMENT TO THE NCDEQ PERMIT. 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. 19. REFER TO DUKE ENERGY ENVIRONMENTAL, HEALTH AND SAFETY HANDBOOK (LATEST EDITION) FOR GROUNDING REQUIREMENTS FOR EQUIPMENT WORKING WITHIN AND AROUND HIGH-VOLTAGE ELECTRICAL CONDUCTORS. 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 3/4” X 3/4” 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. CATCH ALL 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 EXCELSIOR OR COIR WATTLE INSTALLED NO CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION. ACCORDING TO NCDEQ, STRAW WATTLES ARE NO LONGER ALLOWED TO BE USED ON SITES. EXCELSIOR OR COIR WATTLES SHOULD BE USED INSTEAD. 7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE AREAS. TOPSOIL STOCKPILES SHALL BE SURROUNDED BY A SINGLE ROW OF SILT FENCE OR APPROVED EQUIVALENT EROSION CONTROL BMP. THE STOCKPILE SHALL BE TEMPORARILY STABILIZED USING SEED ON A STRAW MULCH. TOPSOIL PILES SHOULD ALSO HAVE ECDS INSTALLED AROUND THEM AND TEMPORARY STABILIZATION BY MEANS OF SEED AND STRAW MULCH. 8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS. W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 1 . d w g 3 / 1 / 2 0 2 2 9 : 0 1 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG LEGEND EXISTING IRON ROD IR(O) GAS X X X X X X W SA FM UGT X EXISTING GAS PROPOSED GAS PROPOSED TEST STATION EXISTING EASEMENT PERMANENT EASEMENT TEMPORARY CONSTRUCTION ABANDONED GAS LINE PROPERTY LINE UNDER GROUND TELEPHONE WATER LINE SANITARY SEWER LINE FORCE MAIN SEWER LINE TREE LINE FENCE LINE WETLANDS WET UTILITY POLE WITH LIGHT LAMP POST UTILITY POLE GUY WIRE FIRE HYDRANT WATER VALVE WATER METER STORM INLET GAS MARKER GAS RECTIFIER GAS METER SANITARY MANHOLE WM G S GAS VALVE OHOVER HEAD UTILITIES TS STREAM EASEMENT (TCE) HDD ENTRY/EXIT PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-0001001 D 2 OF 118LINE 142 PIPELINE GENERAL NOTES & ABBREVIATIONSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAM KEITH G U A LTIERI DETAIL TIMBER MATTING FOR GAS LINE CROSSING NOT TO SCALE 4 - DETAIL AIR BRIDGE OVER EXISTING GAS LINE NOT TO SCALE 5 - DETAIL PROPOSED GAS LINE CROSSING OF EXISTING UTILITY NOT TO SCALE 1 - DETAIL PROPOSED GAS LINE BOX SECTION UNDER EXISTING UTILITY NOT TO SCALE 2 - PNG PIPELINE STONE ORCOMPACTEDEARTH STONE ORCOMPACTEDEARTH 25' TYP. TIMBERMATTING 4' X18' SECTIONS GAS PIPELINE TIMBERMATTING 4' X18' SECTIONS STONE ORCOMPACTEDEARTH TOP OFGROUND 3' MIN. 25' TYP. SECTION VIEW PNG R/W NOTES: 1. COMBINED WIDTH OF THE MATS SHALL BE GREATER THANWIDEST OVERALL AXLE OR TRACK WIDTH. 2. TIMBER MATS SHALL BE USED AS NEEDED TO PROTECTLIMITS OF PNG R/W. 3. PIPE ASSUMED TO BE CENTERED IN TYPICAL 50' RIGHT OFWAY WIDTH. 4. TIMBER MATS SHALL EXTEND BEYOND RIGHT OF WAY LIMITS 5. LOAD CALCULATIONS MUST BE PERFORMED BY ENGINEERPRIOR TO APPROVAL OF USE OF MATS OVER LIVE HASLINES. PNG R/W PNG R/W PNG R/W PLAN VIEW PN G R / W PN G R / W 25' TYP. 25' TYP. PARALLELMEMBERS ADDITIONALFILL ORTRANSITIONMEMBERS PERPENDICULARMEMBERS ADDITIONALFILL ORTRANSITIONMEMBERS EX. GRADE 3' 6' MIN. + PIPE OD 3' MIN. PIPELINE PIPELINE GASPIPE TR E N C H AN G L E O F R E P O S E A N G L E O F R E P O S E SECTION VIEW PLAN VIEW AIR GAP NOTES: 1. TIMBERS SHALL BE 8" X 8" MINIMUM. 2. COMBINED WIDTH OF THE TIMBERS SHALL BE GREATER THAN THE WIDEST OVERALL AXLE OR TRACK WIDTH. 3. CONTRACTOR IS RESPONSIBLE FOR ENSURING AIR BRIDGE IS CAPABLE OF SUPPORTING THE LARGEST VEHICLELOAD. A MINIMUM 3' ON EITHER SIDE OF THE OUTSIDE DIAMETER OF THE PIPELINE SHALL BE MAINTAINED FORTHE AIR GAP SPAN. 4. AIR GAP TO BE HIGH ENOUGH SO THAT ANY DEFLECTION IN THE MEMBERS DUE TO VEHICLE LOAD WILL NOTCONTACT THE GROUND. 5. THIS DETAIL ASSUMES THE BURIED DEPTH OF PIPE TO BE AT 3 FEET. PIPELINES BURIED DEEPER MAY BE WITHINTHE ANGLE OF REPOSE OF THE SOIL AND REQUIRE ADDITIONAL ANALYSIS. TR E N C H MIN. (8" H) X (8" W) MEMBERS 2V 1H1H 2V EXISTING/PROPOSEDUTILITY 45° VERT. BEND 45° VERT. BEND 45° VERT. BEND 45° VERT. BEND 5'-0" PROFILE VIEW PROP.GAS LINE 2'-0"MIN. FINISHED GRADE MIN. FINISHED GRADE PROPOSEDGAS LINE EXISTINGUTILITY MIN. 2" CLEARANCE PIPE CLASSIFICATION MIN. COVER TRANSMISSION MAIN 3'-6" DISTRIBUTION MAIN 2'-6" SERVICE MAIN 1'-6" PROPOSEDGAS LINE MIN. COVER,SEE TABLE DETAIL ACCESS ROAD GATE DETAIL NOT TO SCALE 3 - NOTES: 1. 16FT GATE REQUIRED. 2. EXTEND FENCE TO EDGE OF PERMANENT EASEMENT. 3. REFER TO PLANS FOR LOCATIONS OF GATES. 3' MIN. 3' MIN.3' MIN. PIPE OF + 12" MIN. 2 CLEARANCE' W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 2 . d w g 3 / 1 / 2 0 2 2 9 : 0 1 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-0001002 D 3 OF 118LINE 142 PIPELINE CIVIL DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI REFERENCE ELECTRODE CONDUIT TEST STATION CAP EXTRA LEAD WIRE REFERENCE ELECTRODE PIPELINE OR STRUCTURE GROUND LEVEL NOTES: 1. ALL PIPE WIRE CONNECTIONS TO BE WELDED AND COATED. 2. LEAVE SLACK IN WIRE TO AVOID DAMAGE IN BACKFILLING. 3. ALL PIPE WIRE SHOULD BE NUMBER 12 STRANDED WITH TW INSULATION. 4. WELDS SHOULD BE WRAPPED WITH UNDERGROUND TAPE. 5. TEST STATIONS SHALL BE OUTSIDE OF HIGH TRAFFIC AREAS WHERE THEY MAY BE DAMAGED BY MOWERS, PLOWS, ETC. - 1FT OUTSIDE DOT ROW - EDGES OF FIELDS - TOP OF DITCH BANKS - NEAR PROPERTY LINES - CHECK SPECIAL PROVISIONS IN THE LINES LIST FOR ABOVE OR UNDERGROUND INSTALLATION REQUIREMENTS EXTRA LEAD WIRE NOTES: 1. FOR NEW CONSTRUCTION OF TRANSMISSION PIPELINES, ALL THERMITE WELDS SHOULD BE COATEDWITH A TWO-PART EPOXY PRIOR TO APPLYING THE APPROVED PATCH. BELOW GROUND APPLIANCESFOR THERMITE WELDS; METHOD - PATCH; COATING - TAPECOAT M65 RCG. 2. LEAVE SLACK IN WIRE TO AVOID DAMAGE IN BACKFILLING. 3. ALL PIPE WIRE SHOULD BE NUMBER 6 WIRE WITH INSULATION JACKET RATED FOR DIRECT BURIAL. 4. WIRE LEADS TO BE DIRECT BURIED WITH A MINIMUM OF 18" OF COVER. 5. PIEDMONT TO SUPPLY JUNCTION BOX FOR ROUTING TERMINATIONS OF ALL INSULATOR WIRE LEADS TO JUNCTION BOX FINISHED GRADE 12" #6 WIRE #6 WIRE WELD INSULATOR TO JUNCTION BOX FINISHED GRADE 12" #6 WIRE #6 WIRE WELD INSULATOR 45° PIPE RUN 90° PIPE RUN BANANA JACK(TYPICAL) SEE INSET BANANA JACK(TYPICAL) SEEINSET BENDWIRES FORSLACK BENDWIRES FORSLACK NOTES:NOTES: 1. ALLOW TIME FOR BACKFILL COMPACTION BEFORECONNECTING WIRE TO COVER PLATE TERMINALS. 2. ALLOW APPROX. 18" EXCESS WIRE EXTENDINGTHROUGH THE FITTING. WHEN BACKFILL ISCOMPACTED, TRIM THE WIRES TO LENGTH, ATTACHTHE TERMINALS AND INSTALL COVERS. 3. BEFORE TRIMMING, FORCE WIRES INTO CONDUIT FORSLACK. 4. WIRE COLOR CODE TO BE POSTED IN TEST STATION. 1. FOR NEW CONSTRUCTION OF TRANSMISSION PIPELINES, ALLTHERMITE WELDS SHOULD BE COATED WITH A TWO-PART EPOXYPRIOR TO APPLYING THE APPROVED PATCH. BELOW GROUNDAPPLIANCES FOR THERMILE WELDS; METHOD - PATCH; COATING -TAPECOAT M65 RCG 2. LEAVE SLACK IN WIRE TO AVOID DAMAGE IN BACKFILLING. 3. ALL PIPE WIRE SHOULD BE BLACK #12 STRANDER WIRE WITH TWINSULATION. 4. SEE DETAIL 5 THIS SHEET FOR REFERENCE CELL INSTALLATION. BIG FINK TEST STATION 300-B2 BIG FINK TEST STATION 300-B5 SEE NOTE 4 SEE NOTE 4 RING CONNECTORSOLID WIRE INSET 12" TYP. NORMALLY NOT OVER 5' B B B PIPELINE OR STRUCTURE DETAIL TEST WIRING CONNECTIONS FOR STATION PIPING NOT TO SCALE 1 - DETAIL TEST STATION WIRING CONNECTIONS NOT TO SCALE 2 - DETAIL 3 WIRE TEST STATION DETAIL NOT TO SCALE 3 - DETAIL TEST STATION CONNECTION WITH REFERENCE CELL NOT TO SCALE 5 - NOTES: 1. REMOTE MONITOR CATTLE GUARD TO BE AROUND CP TESTSTATIONS.2. PNG TO PROVIDE CATTLE GUARGE FOR CONTRACTOR TO INSTALL. DETAIL REMOTE MONITOR CATTLE GUARD NOT TO SCALE 6 - DETAIL FOREIGN LINE CROSSING TEST STATION NOT TO SCALE 4 - NOTES: 1. CONTRACTOR TO COORDINATE WITH PNG SYSTEM INTEGRITY TOCONFIRM CONNECTION REQUIREMENTS WHERE NEW GASPIPELINE CROSSES FOREIGN GAS PIPELINE. W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 4 . d w g 3 / 1 / 2 0 2 2 9 : 0 1 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-0001004 D 4 OF 118LINE 142 PIPELINE CATHODIC DETAILSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAM KEITH G U A LTIERI 100' TOTAL RIGHT-OF-WAY WORKSPACE DITCH SPOIL SIDEBOOM WITH COUNTERWEIGHT EXTENDED SIDEBOOM WITHOUT COUNTERWEIGHT EXTENDED EDGE OF WORK AREA 30'10'5' 3' EDGE OF WORK AREA 10' 25' SPOIL SIDE 20' TCE (SEE NOTE 2) 55' WORKING SIDE 20'30' TCE30' 50' PERMANENT EASEMENT NOTES: 1. WORKSPACE TO BE REDUCED AS NOTED ON THE EPSC PLANS WHERE PIPELINE CROSSES STREAMS, STREAM BUFFERS AND WETLAND AREAS. 2. ADDITIONAL TCE ACROSS AGRICULTURAL FIELDS AND PASTURE LAND. TOPSOIL 5'10'5' W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 0 _ G e n e r a l \ P N G - G - 1 4 2 - 0 0 0 1 0 0 5 . d w g 3 / 1 / 2 0 2 2 9 : 0 1 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALEINITIALSDATEREGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -G-142-001005 D 6 OF 118LINE 142 PIPELINE TYPICAL RIGHT-OF-WAY LAYOUTCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAM KEI TH G U A LTIERI E G A R N E R R D E G A R N E 23+0 0 24+0 0 25+0 0 26+0 0 27+0 0 28+0 0 29+0 0 30+0 0 31+0 0 32+0 0 33+0 0 34+0 0 35+00 EA 50 ' P R O P O S E D PE R M A N E N T 50 ' E X I S T I N G PIE D M O N T EA S E M E N T 50 ' 10 0 ' x 2 0 0 ' DR I L L P A D ERG Y ME NT ) CS X T R A I L R O A D (2 T R A C T S) 100' 21 3 ' D 1 142-WAKE-009_000 142-WAKE-010_000 142-WAKE-012_000 AC C E S S R O A D AR - 0 0 1 UT G U Y R D END HDD BORE 32+90 LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D OD D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO DLOD LO D LO D LO D LOD LOD LO D LO DLODLODLODLODLODLODL O D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD D UN UT W E T W E T W E T W E T WE T W E T W E T WE T WET WE T WE T WE T WE T WET W E T WE T STRUCTURE 271 STRUCTURE 272 W E T W E T WE T WET WE T WE T WE T WE T WET W E T WE T D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LO D LO D LODLO D LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LOD L O D LOD LO D 7 8 + 0 0 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 8 8 + 0 0 30' E X I S T I N G PIED M O N T EAS E M E N T T EMP EA SEM E N T 0' PR O P O S E D P ERM A N E N T 142-WAKE-026_000 ACC E S S R O A D AR-0 0 2 WE T W WE T W E T WE T WE T W E T WE T W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 0 . d w g 3 / 1 / 2 0 2 2 9 : 0 2 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 ACCESS ROAD DETAIL (STA. 29+00)AR-1 - ACCESS ROAD AR-001 (TEMPORARY) G U Y R D GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 ACCESS ROAD DETAIL (STA. 89+00)AR-2 - ACCESS ROAD AR-002 (TEMPORARY) BALLOT RD PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001000 D 7 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG PROPOSED LINE 142 PROPOSED LINE 142 NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI PUMP STATION W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 1 . d w g 3 / 1 / 2 0 2 2 9 : 0 2 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 ACCESS ROAD DETAIL (STA. 117+00)AR-3 - ACCESS ROAD AR-003 (PERMANENT) SEE PNG-C-142-0001092 THRU PNG-C-142-0001094 FOR GRADING GRAPHIC SCALE (IN FEET) 0 1 inch = 400 ft. 0400 200 800400 ACCESS ROAD DETAIL (STA. 175+00)AR-4 - ACCESS ROAD AR-004 (PERMANENT) MIA L P L A N T A T I O N R D PNG-G-142-0001000 OLD BAUCOM RD OLD BAU C O M R D S H O T W E L L R D DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001001 D 8 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID INSTALL 16' DRIVE GATE CONTRACTOR TO INSTALL SAFETY FENCING / CONCRETE BARRIER TO PROTECT EX. MONITORING WELLS (MW-204 & MW-205) PROPOSED LINE 142 PROPOSED LINE 142 09/17/2021 WKG INSTALL AIR BRIDGE OVER EXISTING 20" DOMINION ENERGY PIPELINE CONTRACTOR TO INSTALL SAFETY FENCING / CONCRETE BARRIER TO PROTECT EX. MONITORING WALL (MW-127) NOTE: EXISTING LIFT STATION. MARK WITH ORANGE SAFETY FENCE. NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 2 . d w g 3 / 1 / 2 0 2 2 9 : 0 2 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 300 ft. 0300 150 600300 ACCESS ROAD AR-007 (PERMANENT) PNG-G-142-0001000 ACCESS ROAD DETAIL (STA. 231+00)AR-7 - BOB B I T R D ACCESS ROAD AR-006 (TEMPORARY) ACCESS ROAD DETAIL (STA. 201+00)AR-6 - RYANS LN GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 CONTRACTOR TO REMOVE EX. BRICK COLUMN ENTRY POSTS, FENCING AND CATTLE GUARD. CLEAR CUT TREES AS NEEDED FOR TCEREMOVE SINGLE LARGE TREE CLEAR THIS SIDE FOR ACCESS CLEAR THIS SIDE FOR ACCESS CLEAR THIS SIDE FOR ACCESS AVOID CLEARING IN EXISTING FAMILY CEMETARY. MARK WITH ORANGE SAFETY FENCE. LARGE PINE TREE TO REMAIN (LAND AGENT TO MARK PRIOR TO CONSTRUCTION) CUT LIMBS ONLY UP TO 20 FEET ABOVE ROAD FOR ACCESS DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001002 D 9 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID SEE PNG-C-142-0001011 THRU PNG-C-142-0001013 FOR GRADING 09/17/2021 WKG PROPOSED LINE 142 JAM I S O N D R PROPOSED LINE 142 NOTE: 1. CONTRACTOR TO CONSULT WITH LAND AGENT AND PNG CONSTRUCTION SUPERINTENDENT ON SPECIFIC REQUIREMENTS FOR USE AND CLEARING ALONG ACCESS ROAD. WETLAND TEMPORARY PLACEMENT OF MATS NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI CONTRACTOR TO INSTALL A 2" ASPHALT OVERLAY OVER RYANS LANE PAVEMENT B/W SHOTWELL ROAD AND TCE WORK AREA DURING ROW RESTORATION PHASE OF THE PROJECT. S H O T W E L L R D . W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 3 . d w g 3 / 1 / 2 0 2 2 9 : 0 3 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 100 ft. 0100 50 200100 ACCESS ROAD DETAIL (STA. 245+00)AR-7A - ACCESS ROAD AR-007 (PERMANENT) GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 ACCESS ROAD DETAIL (STA. 277+00)AR-8 - ACCESS ROAD AR-008 (PERMANENT) PNG-G-142-0001000 ACCESS ROAD AR-007A (TEMPORARY) BOB B I T R D DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001003 D 10 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROPOSED LINE 142 09/17/2021 WKG PROPOSED LINE 142 NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 4 . d w g 3 / 1 / 2 0 2 2 9 : 0 3 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 400 ft. 0400 200 800400 ACCESS ROAD DETAIL (STA. 321+00)AR-9 - ACCESS ROAD AR-009 (PERMANENT) GRAPHIC SCALE (IN FEET) 0 1 inch = 400 ft. 0400 200 800400 ACCESS ROAD DETAIL (STA. 445+00)AR-11 - ACCESS ROAD AR-011 (PERMANENT) PNG-G-142-0001000 BUFFAL O R D PR I T C H A R D R D DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001004 D 11 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID REMOVE & REPLACE EX. GATE. COORDINATE W/LAND AGENT ON REQUIREMENTS. SEE PNG-C-142-0001014 PNG-C-142-0001015 PNG-C-142-0001053 PNG-C-142-0001054 & PNG-C-142-0001078 FOR GRADING SEE PNG-C-142-0001080 & PNG-C-142-0001095 FOR GRADING 09/17/2021 WKG PROPOSED LINE 142 PROPOSED LINE 142 STREAM 29 NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 5 . d w g 3 / 1 / 2 0 2 2 9 : 0 3 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 ACCESS ROAD DETAIL (STA. 492+00)- ACCESS ROAD AR-011 (PERMANENT) GRAPHIC SCALE (IN FEET) 0 1 inch = 200 ft. 0200 100 400200 ACCESS ROAD DETAIL (STA. 25+72)- ACCESS ROAD AR-012 (PERMANENT) BUFF A L O R D ACCESS ROAD AR-013 (PERMANENT) COVE R E D B R I D G E R D PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001005 D 12 OF 118LINE 142 PIPELINE CONSTRUCTION ACCESS ROADSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID COVERED BRIDGE RD RS OPERATION & TESTING AREA INSTALL 16' DRIVE GATE AT END OF COVERED BRIDGE CT. SEE PNG-C-142-0001102 FOR GRADING OF AR-013 09/17/2021 WKG PROPOSED LINE 142 PROPOSED LINE 142 STREAM 28 NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEITH G U A LTIERI TEMPORARY ACCESS FOR CONSTRUCTION W: \ 2 0 - 3 1 - 3 0 0 8 L i n e 1 4 2 _ F l o w e r s Pl a n t a t i o n \ 3 _ C A D \ P r o d u c t i o n \ 0 1 _ C i v i l \ P N G - C - 1 4 2 - 0 0 0 1 0 0 6 . d w g 3 / 1 / 2 0 2 2 9 : 0 3 A M 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 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY TFG PNG-G-142-0001000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY SHEET(S)DWG SCALE INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE SUPERSEDED CHECKER INITIALS STATION ID COPYRIGHT 2018 PNG __ -C-142-0001006 D 13 OF 118LINE 142 PIPELINE BILL OF MATERIALSCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAM KEITH G U A LTIERI 0+00 50 + 0 0 1 0 0 + 0 0 15 0 + 0 0 2 0 0 + 0 0 250+ 0 0 3 0 0 + 0 0 35 0 + 0 0 40 0 + 0 0 45 0 + 0 0 500+00 5 0 4 + 6 8 LOWEST POINT ELEV = 67.20 PROPOSED PIPE DEPTH 42" MIN (TYP.) HIGHEST POINT ELEV = 367.50 END STA. 504+94 ELEV = 302.80 HDD ENTRY ELEV = 358.00 HDD EXIT ELEV = 356.80 BEGIN ELEV = 19.94 WAK E C O U N T Y JOH N S T O N C O U N T Y HDD EXIT ELEV = 177.90 HDD EXIT ELEV = 153.50 HDD ENTRY ELEV = 197.80 HDD ENTRY ELEV = 186.00 HDD ENTRY ELEV = 183.50 HDD EXIT ELEV = 263.20 GRAPHIC SCALE (IN FEET) 1 inch = 2000 ft. 02000 1000 40002000 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001010 D 14 OF 118LINE 142 PIPELINE HYDROSTATIC TEST MAPCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 09/17/2021 WKG POSSIBLE HYDROSTATIC TEST BREAK POINT ELEV = 182.12. NO R T H C A ROL I N A PR O F E S S IO N A L E NGI N E E RW I L L IAMKEIT H G U A LTIERI 0+00 0+50 1+00 1+50 170 180 190 200 170 180 190 200 AP P R O X . C E N T E R L I N E 210210 EO P EX R O W MEDLIN RD PROP. PAVED SECTION PROP. 15" RCP DRAINAGE PIPE EX. GRADE PROP. GRADE VICINITY MAP 1 inch = 10 ft. GRAPHIC SCALE (IN FEET) 010 5 2010 R 20' R 20' PROPOSED 15" RCP DRAINAGE PIPE. DRIVEWAY SECTION (TYP.) HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001007 D 15 OF 118LINE 142 PIPELINE MLV-2 DRIVEWAY PERMIT PLANCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID NTS 09/17/2021 WKGTFG  NO R T H C A ROL I N A PR O F E S S IO N A L E NGI N E E RW I L L IAMKEIT H G U A LTIERI 10'X70' CLEAR SITE DISTANCE TRIANGLE 10'X70' CLEAR SITE DISTANCE TRIANGLE 30"X30" STOP SIGN D/W #2 0+00 0+50 1+00 1+50 250 260 270 280 250 260 270 280 AP P R O X . C E N T E R L I N E 290290 EO P EX R O W OLD BAUCOM RD PROP. 15" DRAINAGE W/ 0.6 FT COVER PROP. PAVED SECTION ELEV 271.13 ELEV 270.89 1.33% VICINITY MAP 1 inch = 10 ft. GRAPHIC SCALE (IN FEET) 010 5 2010 R 20' R 20' PROPOSED 36 L.F. 15" DRAINAGE DRIVEWAY CULVERT TO BE ALIGNED WITH EXISTING DITCH, AND PROVIDE POSITIVE DRAINAGE AT ENTRANCE AND EXIT PROP. ACCESS ROAD AR-003 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001008 E 16 OF 118LINE 142 PIPELINE AR-003 PERMIT PLANCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID E 01/26/2022 REVISED DRAINAGE PIPE DRIVEWAY SECTION (TYP.) HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' 01/26/2022 WKGTFG NO R T H C A ROL I N A PR O F E S S IO N A L E NGI N E E RW I L L IAMKEIT H G U A LTIERI 10'X70' SITE DISTANCE TRIANGLE 10'X70' SITE DISTANCE TRIANGLE  0+00 0+50 1+00 1+50 210 220 230 240 210 220 230 240 AP P R O X . C E N T E R L I N E 250250 EO P EX R O W PRITCHARD RD PROP. PAVED SECTION EX. GRADE VICINITY MAP 1 inch = 10 ft. GRAPHIC SCALE (IN FEET) 010 5 2010 R 20' R 20' PROP. ACCESS ROAD AR-009 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001009 D 17 OF 118LINE 142 PIPELINE AR-009 PERMIT PLANCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID WATER TO FLOW ALONG PAVED SWALE TO GRASS DRIVEWAY SECTION (TYP.) HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' 09/17/2021 WKGTFG NO R T H C A ROL I N A PR O F E S S IO N A L E NGI N E E RW I L L IAMKEIT H G U A LTIERI 10'X70' SITE DISTANCE TRIANGLE 10'X70' SITE DISTANCE TRIANGLE  30"X30" STOP SIGN D/W #1 PI STA. 7+06 Δ 90.00° N: 700332.64 E: 2141732.53 PI STA. 2+15 Δ 23.43° N: 700142.02 E: 2142185.13 PI STA. 0+49 Δ 90.00° N: 700149.21 E: 2142351.43 142-WAKE-002_000 PI STA. 0+19 Δ 24.43° N: 700119.55 E: 2142352.72 PI STA. 2+15 Δ 23.43° N: 700142.02 E: 2142185.13 PI STA. 4+61 Δ 3.77° N: 700229.98 E: 2141955.45 0+00 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+00 9+00 10+00 UG E S T A . 0 + 9 4 UG E S T A . 1 + 6 2 UG E S T A . 2 + 1 6 GA S S T A . 1 + 4 7 GA S S T A . 2 + 4 8 GA S S T A . 2 + 4 2 GA S S T A . 2 + 6 5 OH E S T A . 5 + 6 6 OH E S T A . 5 + 8 7 OH E S T A . 6 + 0 8 WE T S T A . 5 + 6 9 WE T S T A . 6 + 4 3 GA S S T A . 8 + 6 6 EX . D E N C E S M T . S T A . 8 + 3 2 EX . D E N C E S M T . S T A . 8 + 8 1 UG E S T A . 0 + 0 9 UN K S T A . 0 + 1 2 PI S T A . 0 + 4 9 PI S T A . 1 + 9 5 PI S T A . 7 + 0 6 PI S T A . 0 + 1 9 TE S T S T A R M U 8 + 4 0 PROPOSED 12" STEEL GAS LINE PROPOSED PIG LAUNCHER G U Y R D . WETLAND W-1 180' DUKE ROW TRACT 142-WAKE-002_000 NORTH CAROLINA NATURAL GAS CORP PIN. NO. 1649292424 50' DENC ESMT CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001103 D 18 OF 118LINE 142 PIPELINE CLAYTON COMPRESSOR SITE PLANCLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID INSTALL 3 1600LB WEIGHTS @ 30FT SPACING CROSS UNDER DENC'S 20" TRANSMISSION LINE CLAYTON OPP STATION SITE CROSS UNDER EXIST. 10" LINE 94 CROSS UNDER DENC 12" PIPELINES CONTRACTOR TO VERIFY DEPTHS OF EXIST POWER & TELECOM, AND ADJUST 12" PIPE ACCORDINGLY CONTRACTOR SHALL INSTALL MATS TO PROTECT BURIED GAS PIPELINES PROPOSED LINE 142 TOC STATION EXISTING DENC PIPELINE EXISTING DENC PIPELINE EXISTING PIPE LINE DENC METER STATION 09/17/2021 WKG INSTALL AIR BRIDGE OVER EX. DENC. 20" PIPELINE EX. DETENTION POND INSTALL AIR BRIDGE OVER EX. 12" DENC PIPELINE NO R T H C A ROLI N A PR O F E S S IO N A L ENGI N E E R W I L L IAMKEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 ENGI N E E R 0+00 1 + 0 0 2 + 0 0 3 + 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+00 9+00 10+00 PI STA. 7+06 Δ 90.00° N: 700332.64 E: 2141732.53 PI STA. 2+15 Δ 23.43° N: 700142.02 E: 2142185.13 PI STA. 0+49 Δ 90.00° N: 700149.21 E: 2142351.43 142-WAKE-002_000 PI STA. 0+19 Δ 24.43° N: 700119.55 E: 2142352.72 PI STA. 2+15 Δ 23.43° N: 700142.02 E: 2142185.13 PI STA. 4+61 Δ 3.77° N: 700229.98 E: 2141955.45 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D D LO D LO D LO D LO D LO D LO D LODLOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D LO D LOD LOD LO D LO D LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D MATCHLINE-9+56 1. 2 5 " U G E ( E L : 3 6 1 . 2 2 ' ) 2. 5 " U G E ( E L : 3 6 1 . 8 9 ' ) PN G 1 0 " G A S ( E L : 3 5 7 . 1 8 ' ) 4. 7 5 " U G E ( E L : 3 6 0 . 5 1 ' ) 4. 7 5 " U G E 2. 5 " U G E ( D E P T H : 2 . 7 8 ' ) GA S S I Z E U N K 12 " D E N C G A S GA S S I Z E U N K DE N C 2 0 " G A S ( D E P T H 4 . 7 ' ) UG E S T A . 0 + 9 4 UG E S T A . 1 + 6 2 UG E S T A . 2 + 1 6 GA S S T A . 1 + 4 7 GA S S T A . 2 + 4 8 GA S S T A . 2 + 4 2 GA S S T A . 2 + 6 5 OH E S T A . 5 + 6 6 OH E S T A . 5 + 8 7 OH E S T A . 6 + 0 8 WE T S T A . 5 + 6 9 WE T S T A . 6 + 4 3 GA S S T A . 8 + 6 6 EX . D E N C E S M T . S T A . 8 + 3 2 EX . D E N C E S M T . S T A . 8 + 8 1 UG E S T A . 0 + 0 9 UN K S T A . 0 + 1 2 PI S T A . 0 + 4 9 PI S T A . 1 + 9 5 PI S T A . 7 + 0 6 PI S T A . 0 + 1 9 TE S T S T A R M U 8 + 4 0 PROPOSED 12" STEEL GAS LINE PROPOSED PIG LAUNCHER PROPOSED 12" STEEL GAS LINE EXISTING GRADE 60" MIN. COVER WETLAND W-1 DUKE ROW TRACT 142-WAKE-002_000 NORTH CAROLINA NATURAL GAS CORP PIN. NO. 1649292424 MATCHLINE - 9+75 SEE SHEET PNG-C-142-0001017 2' MIN. COVER UNDER EXIST. UTILITIES 2' MIN. COVER UNDER EXIST. UTILITIES 50' DENC ESMT. 421 2 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001016 D 19 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 1.19 NOTES: 1. FOR PLACEMENT OF PIG LAUNCHER, REFER TO LINE 142 TAKE OFF CONTROLS PLAN SET. INSTALL 3 1600LB WEIGHTS @ 30FT SPACING 09/17/2021 WKG 1 NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND W1A 5+00 6+00 7+00 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 PI STA. 7+06 Δ 90.00° N: 700332.64 E: 2141732.53 142-WAKE-005_000 142-WAKE-009_000 142-WAKE-010_000 142-WAKE-011_000 142-WAKE-012_000 BEGIN HDD BORE 7+50 142-WAKE-012_000 UT UT UT 61 7° 98 45 END HDD BORE 32+90 OS F OS F LODLO LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LOD L O D L O D L O D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LO D LODLODLODLOD LODLODLOD LO D LODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LODLOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E - 9 + 5 6 MA T C H L I N E - 3 7 + 0 6 FO S I Z E U N K 12 " G A S ( 3 6 0 . 1 0 ' ) FO S I Z E U N K TE L E P H O N E FO S I Z E U N K FO S I Z E U N K TE L E V I S I O N TE L E P H O N E 16 " W T R (3 5 9 . 0 1 ' ) TE L E P H O N E TE L E V I S I O N UN K EO P S T A . 1 7 + 4 7 EO P S T A . 1 7 + 6 8 EO P S T A . 1 7 + 9 7 EO P S T A . 1 9 + 4 1 EO P S T A . 1 9 + 7 0 EO P S T A . 1 9 + 9 1 EO P S T A . 3 4 + 2 8 EO P S T A . 3 4 + 4 9 PL S T A . 3 4 + 6 7 PL S T A . 3 5 + 2 1 RO W S T A . 2 8 + 8 9 RO W S T A . 3 0 + 8 9 WE T S T A . 2 6 + 4 6 WE T S T A . 2 7 + 9 0 FI B E R S T A . 1 7 + 1 0 FI B E R S T A . 1 7 + 3 0 FI B E R S T A . 1 8 + 2 5 FI B E R S T A . 1 9 + 8 3 TE L E V I S I O N S T A . 3 4 + 5 9 TE L E V I S I O N S T A . 1 9 + 9 6 WA T E R S T A . 2 0 + 0 3 OH E S T A . 1 8 + 6 7 OH E S T A . 1 7 + 9 2 OH E S T A . 1 8 + 2 8 OH E S T A . 1 9 + 2 5 OH E S T A . 1 9 + 6 9 TE L E P H O N E S T A . 1 9 + 9 8 GA S S T A . 1 7 + 1 8 TE L E P H O N E S T A . 1 8 + 0 0 TE L E P H O N E S T A . 3 4 + 2 6 UN K N O W N S T A . 3 4 + 5 1 OH E S T A . 3 4 + 6 9 OH E S T A . 3 4 + 7 0 OH E S T A . 3 4 + 7 1 OH E S T A . 3 4 + 7 2 HD D E N T R Y 1 4 + 4 0 HD D E X I T 3 2 + 9 0 RR S T A . 2 9 + 8 9 RR S T A . 3 0 + 0 4 ST A 5 4 + 4 6 RO W S T A . 1 7 + 1 5 RO W S T A . 2 0 + 2 0 RO W S T A . 3 4 + 0 2 RO W S T A . 3 4 + 6 8 TE S T S T A R M U 1 4 + 4 1 TE S T S T A R M U 3 4 + 7 9 PROPOSED 12" STEEL GAS LINE PROPOSED HDD 1 100'x200' DRILL PAD PROPOSED ROAD BORE E G A R N E R R D GUY R D . US H W Y 7 0 GUY R D . PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER ACCESS ROAD AR-001 WETLAND W2 TRACT 142-WAKE-005_000 CBC REAL ESTATE CO INC PIN. NO. 1740019040 GUY RD & US HWY 70 R.O.W. TRACT 142-WAKE-009_000 RCJ AXE LLC PIN. NO. 1740219814 TRACT 142-WAKE-010_000 NC RAILROAD COMPANY PIN. NO. 1740227366 TRACT 142-WAKE-011_000 FRANCISCO RODRIGUEZ MORALES AND NANCY OLIVIA SALAZAR MARTINEZ PIN. NO. 1740228579 E GARNER RD R.O.W. TRACT 142-WAKE-012_000 ROBERT L WILLIAMS, JR PIN. NO. 1740322846 MA T C H L I N E - 9 + 7 5 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 6 MA T C H L I N E - 3 7 + 0 6 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 8 42" MIN. COVER HDD 1 SEE SHEET PNG-C-142-0001038 FOR DESIGN PROPOSED ROAD BORE SEE SHEET PNG-C-142-0001043 FOR DESIGN 3 CLASS 3 / MAOP 1000 PSIG 4 4 43 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001017 D 20 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.87 1.00 0.36 0.27 09/17/2021 WKG NORFOLK SOUTHERN (2 TRACKS) NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND W1B WETLAND W1 E G A R N E BA L L O T R D 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 39 + 0 0 40 + 0 0 41 + 0 0 42 + 0 0 43 + 0 0 44 + 0 0 45 + 0 0 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 50 + 0 0 51 + 0 0 52+00 53+00 54+00 55+00 PI STA. 41+42 Δ 69.67° N: 703453.19 E: 2143169.57 PI STA. 51+41 Δ 90.00° N: 703376.71 E: 2144165.35 PI STA. 54+08 Δ 4.48° N: 703643.81 E: 2144179.41 PI STA. 54+46 Δ 4.48° N: 703681.87 E: 2144183.63 142-WAKE-015_000 142-WAKE-015_000 142-WAKE-012_000 D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D M A T C H L I N E - 3 7 + 0 6 MATC H L I N E - 5 4 + 2 4 UN K TE L E V I S I O N TE L E P H O N E UN K UN K EO P S T A . 5 0 + 9 0 EO P S T A . 5 0 + 7 0 PL S T A . 3 8 + 4 6 RO W S T A . 5 0 + 5 1 RO W S T A . 5 1 + 1 1 RO W S T A . 4 1 + 7 8 RO W S T A . 4 3 + 6 9 OH E S T A . 4 8 + 4 3 WE T S T A . 4 0 + 6 1 WE T S T A . 4 0 + 3 9 OH E S T A . 4 2 + 7 4 UN K N O W N S T A . 5 0 + 6 0 UN K N O W N S T A . 5 0 + 7 0 UN K N O W N S T A . 5 0 + 7 7 TE L E P H O N E S T A . 5 0 + 6 4 TE L E V I S I O N S T A . 5 0 + 6 2 PI S T A . 4 1 + 4 6 PI S T A . 5 1 + 4 1 PI S T A . 5 2 + 9 4 PI S T A . 5 3 + 3 6 PI S T A . 5 4 + 0 8 TE S T S T A R M U S T A . 5 1 + 2 4 PROPOSED 12" STEEL GAS LINE PROPOSED ROAD BORE BA L L O T R D . PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-WAKE-015_000 PEGGY POOLE BUIE AND CHARLES GIBSON BUIE, II PIN. NO. 1740433102 DUKE ENERGY R.O.W. TRACT 142-WAKE-015_000 PEGGY POOLE BUIE AND CHARLES GIBSON BUIE, II PIN. NO. 1740433102 BALLOT RD R.O.W. TRACT 142-WAKE-015_000 PEGGY POOLE BUIE AND CHARLES GIBSON BUIE, II PIN. NO. 1740433102 WETLAND W3 STREAM S1 M A T C H L I N E - 3 7 + 2 5 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 7 MATC H L I N E - 5 4 + 3 1 SEE S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 9 TRACT 142-WAKE-012_000 ROBERT L WILLIAMS, JR PIN. NO. 1740322846 60" MIN. COVER ACROSS STREAM AND ACROSS THE DUKE ENERGY ROW. PROPOSED ROAD BORE SEE SHEET PNG-C-142-0001044 41 CLASS 3 / MAOP 1000 PSIG 4 3 2 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001018 D 21 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.16 0.39 0.78 0.36 60" MIN. COVER42" MIN. COVER INSTALL 2 1600LB WEIGHTS @ 30FT SPACING 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 49+00 50+00 51+00 52 + 0 0 53 + 0 0 54 + 0 0 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 63 + 0 0 64 + 0 0 65 + 0 0 66 + 0 0 67 + 0 0 68 + 0 0 69+0 0 70+0 0 71+0 0 72+0 0 73+0 0 PI STA. 51+41 Δ 90.00° N: 703376.71 E: 2144165.35 PI STA. 54+08 Δ 4.48° N: 703643.81 E: 2144179.41 PI STA. 54+46 Δ 4.48° N: 703681.87 E: 2144183.63 PI STA. 65+25 Δ 2.84° N: 704760.11 E: 2144218.47 PI STA. 65+86 Δ 2.84° N: 704820.59 E: 2144217.42 PI STA. 68+85 Δ 47.92° N: 705120.04 E: 2144227.10 142-WAKE-015_000 142-WAKE-024_000 142-WAKE-027_000 L O D L O D L O D L O D L O D LOD LOD L O D LOD LOD L O D L O D L O D LODLODLODLODLODLODLOD L O D LO D LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD LOD LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LODLOD LO D LOD LODLODLODLO D LODLOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D MA T C H L I N E - 5 4 + 2 4 MA T C H L I N E - 6 6 + 7 4 4'-2" TE L E P H O N E GR A V E L S T A . 6 5 + 3 3 GR A V E L S T A . 6 5 + 5 2 PL S T A . 5 5 + 3 8 PL S T A . 6 5 + 3 5 RO W S T A . 6 5 + 2 0 RO W S T A . 6 5 + 8 3 TE L E P H O N E S T A . 6 5 + 5 8 OH E S T A . 6 6 + 5 9 PI S T A . 5 4 + 4 6 TE S T S T A R M U 6 5 + 8 4 PROPOSED 12" STEEL GAS LINE OPEN CUT (MAINTAIN ONE LANE OF TRAVEL) CONTRACTOR TO PROVIDE BARRIERS AROUND OPEN EXCAVATIONS IN ROAD ROW BA L L O T R D . BALLOT RD. ST O N E Y C R E E K R D . PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER BALLOT RD R.O.W. TRACT 142-WAKE-015_000 PEGGY POOLE BUIE AND CHARLES GIBSON BUIE, II PIN. NO. 1740433102 TRACT 142-WAKE-027_000 STATE OF NORTH CAROLINA PIN. NO. 1740760858 STREAM S2 MA T C H L I N E - 5 4 + 5 0 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 8 MA T C H L I N E - 6 6 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 0 60" MIN. COVER ACROSS STREAM TRACT 142-WAKE-024_000 MCINNES, STEWART CRAIG TANKARD, ANNE M. PIN. NO. 1740546242 4 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001019 D 22 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.13 1.28 0.10 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 63 + 0 0 64 + 0 0 65 + 0 0 66 + 0 0 67 + 0 0 68 + 0 0 69 + 0 0 70 + 0 0 71 + 0 0 72 + 0 0 73 + 0 0 74 + 0 0 75 + 0 0 76 + 0 0 77 + 0 0 78 + 0 0 79 + 0 0 80 + 0 0 81 + 0 0 82 + 0 0 83 + 0 0 84 + 0 0 85 + 0 0 86 + 0 0 87 + 0 0 88 + 0 0 89 + 0 0 90 + 0 0 91 + 0 0 92 + 0 0 PI STA. 65+25 Δ 2.84° N: 704760.11 E 2144218 47 PI STA. 65+86 Δ 2.84° N: 704820.59 E: 2144217.42 PI STA. 68+85 Δ 47.92° N: 705120.04 E: 2144227.10 142-WAKE-027_000 142-WAKE-026_000 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LOD LO D LO D LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D L O D LO D LO D LOD LOD LO D LO D L O D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LOD M A T C H L I N E - 6 6 + 7 4 MA T C H L I N E - 9 1 + 9 9 PL S T A . 7 9 + 1 4 PL S T A . 8 4 + 2 9 PI S T A . 6 8 + 8 5 DI T C H S T A . 7 8 + 5 2 DI T C H S T A . 8 1 + 8 2 PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-WAKE-027_000 STATE OF NORTH CAROLINA PIN. NO. 1740760858 TRACT 142-WAKE-026_000 EDGE OF AUBURN LLC PIN. NO. 1740470086 TRACT 142-WAKE-027_000 STATE OF NORTH CAROLINA PIN. NO. 1740760858 ACCESS ROAD AR-002 M A T C H L I N E - 6 6 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 1 9 MA T C H L I N E - 9 2 + 0 6 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 1 60" MIN. COVER ACROSS STREAM 41 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001020 D 23 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 1.42 0.59 0.88 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI DUKE ENERGY (180' EASEMENT) RECOVERY AREA IN THE EVENT OF AN E&SC MEASURE FAILURE. 91 + 0 0 92 + 0 0 93 + 0 0 94 + 0 0 95 + 0 0 96 + 0 0 97 + 0 0 98 + 0 0 99 + 0 0 10 0 + 0 0 10 1 + 0 0 10 2 + 0 0 10 3 + 0 0 10 4 + 0 0 10 5 + 0 0 10 6 + 0 0 10 7 + 0 0 10 8 + 0 0 10 9 + 0 0 11 0 + 0 0 11 1 + 0 0 11 2 + 0 0 11 3 + 0 0 1 1 4 + 0 0 1 1 5 + 0 0 11 6 + 0 0 11 7 + 0 0 11 8 + 0 0 11 9 + 0 0 12 0 + 0 0 12 1 + 0 0 12 2 + 0 0 12 3 + 0 0 PI STA. 110+19 Δ 23.28° N: 707789.56 E: 2147383.27 PI STA. 113+24 Δ 56.58° N: 707878.41 E: 2147674.98 PI STA. 115+44 Δ 33.29° N: 708088.99 E: 2147737.29 142-WAKE-027_000 142-WAKE-030_000 LODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLOD LO D LO D LO D LOD LO D LLOD LOD LO D LO D LO D LOD LO D L O D LOD LODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD PL S T A . 1 1 6 + 1 3 CR E E K S T A . 9 8 + 5 6 CR E E K S T A . 9 8 + 6 8 CR E E K S T A . 9 8 + 7 9 CR E E K S T A . 9 8 + 9 1 CR E E K S T A . 1 1 4 + 4 2 CR E E K S T A . 1 1 4 + 5 9 CR E E K S T A . 1 2 0 + 0 4 CR E E K S T A . 1 2 0 + 1 6 PI S T A . 1 1 0 + 1 9 PI S T A . 1 1 3 + 2 4 PI S T A . 1 1 5 + 4 4 TE S T S T A R M U 1 1 8 + 7 4 PROPOSED 12" STEEL GAS LINE ACCESS ROAD AR-003 PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-WAKE-027_000 STATE OF NORTH CAROLINA PIN. NO. 1740760858 TRACT 142-WAKE-030_000 STATE OF NORTH CAROLINA PIN. NO. 1751047213 STREAM S3 STREAM S4 STREAM S5 MA T C H L I N E - 9 2 + 0 6 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 0 MA T C H L I N E - 1 2 2 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 2 60" MIN. COVER ACROSS STREAM 60" MIN. COVER ACROSS STREAM 60" MIN. COVER ACROSS STREAM 4 21 CLASS 3 / MAOP 1000 PSIG 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001021 D 24 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 2.77 0.70 REFER TO SPECIAL PROVISIONS ON BIKE TRAIL DURING CONSTRUCTION 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI INSTALL AIR BRIDGE OVER DENC 20" PIPELINE 1 2 1 2 2 + 0 0 1 2 3 + 0 0 1 2 4 + 0 0 1 2 5 + 0 0 1 2 6 + 0 0 12 7 + 0 0 12 8 + 0 0 12 9 + 0 0 13 0 + 0 0 13 1 + 0 0 13 2 + 0 0 13 3 + 0 0 13 4 + 0 0 13 5 + 0 0 13 6 + 0 0 13 7 + 0 0 13 8 + 0 0 13 9 + 0 0 14 0 + 0 0 14 1 + 0 0 14 2 + 0 0 14 3 + 0 0 14 4 + 0 0 14 5 + 0 0 14 6 + 0 0 14 7 + 0 0 14 8 + 0 0 14 9 + 0 0 15 0 + 0 0 15 1 + 0 0 15 2 + 0 0 15 3 + 0 0 15 4 + 00 PI STA. 126+41 Δ 39.08° N: 708797.34 E: 2148574.77 PI STA. 147+07 Δ 10.56° N: 708838.71 E: 2150641.00 142-WAKE-030_000 142-WAKE-029_000 BEGIN HDD BORE 150+06 LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LODLO D LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO M A T C H L I N E - 1 2 2 + 2 4 MA T C H L I N E - 1 5 2 + 7 4 PL S T A . 1 3 5 + 9 1 PL S T A . 1 4 5 + 2 7 HD D E N T R Y 1 5 0 + 0 6 PI S T A . 1 2 6 + 4 1 PI S T A . 1 4 7 + 0 7 CITY OF RALEIGH STORM WATER DETENTION AREA 150'x200' DRILL PAD DUKE E N E R G Y ( 1 8 0 " E A S E M E N T ) PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-WAKE-030_000 CITY OF RALEIGH PIN. NO. 1751047213 TRACT 142-WAKE-029_000 CITY OF RALEIGH PIN. NO. 1740999788 TRACT 142-WAKE-029_000 CITY OF RALEIGH PIN. NO. 1740999788 STREAM S6 M A T C H L I N E - 1 2 2 + 3 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 1 MA T C H L I N E - 1 5 2 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 3 HDD 2 SEE SHEET PNG-C-142-0001039 FOR DESIGN PROPOSED HDD 2 41 CLASS 3 / MAOP 1000 PSIG 3 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001022 D 25 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 1.57 1.07 0.86 42" MIN. COVER 60" MIN. COVER 60" MIN. COVER 60" MIN. COVER 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 15 2 + 0 0 15 3 + 0 0 15 4 + 0 0 15 5 + 0 0 15 6 + 0 0 15 7 + 0 0 15 8 + 0 0 15 9 + 0 0 16 0 + 0 0 16 1 + 0 0 16 2 + 0 0 16 3 + 0 0 16 4 + 0 0 16 5 + 0 0 16 6 + 0 0 16 7 + 0 0 16 8 + 0 0 16 9 + 0 0 17 0 + 0 0 17 1 + 0 0 17 2 + 0 0 17 3 + 0 0 17 4 + 0 0 17 5 + 0 0 17 6 + 0 0 17 7 + 0 0 17 8 + 0 0 17 9 + 0 0 18 0 + 0 0 18 1 + 0 0 18 2 + 0 0 18 3 + 0 0 18 4 + 0 0 PI STA. 175+74 Δ 6.87° N: 708369.62 E: 2153469.23 142-JOHN-031_000 142-JOHN-032_000 142-JOHN-035_000 END HDD BORE 163+81 BEGIN HDD BORE 176+15 DLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LODLODLODLODLODLOD L O D L O D L O D L O D L O D L O D LODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD MA T C H L I N E - 1 5 2 + 7 4 MA T C H L I N E - 1 8 2 + 7 4 PL S T A . 1 5 7 + 7 1 PL S T A . 1 6 6 + 5 1 PL S T A . 1 8 2 + 7 0 CR E E K S T A . 1 5 7 + 3 7 CR E E K S T A . 1 5 7 + 5 3 CR E E K S T A . 1 7 9 + 6 7 CR E E K S T A . 1 8 0 + 0 2 PL S T A . 1 7 9 + 6 5 PL S T A . 1 8 0 + 4 6 HD D E X I T 1 6 3 + 8 1 HD D E N T R Y 1 7 6 + 1 5 PI S T A . 1 7 5 + 7 4 TE S T S T A R M U 1 7 2 + 6 3 PROPOSED 12" STEEL GAS LINE APPROX. LIMITS OF THE CONSERVATION AREA ACCESS ROAD AR-004 WAK E C O U N T Y PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-WAKE-029_000 CITY OF RALEIGH PIN. NO. 1740999788 TRACT 142-JOHN-031_000 CLIFTON GATTIS LEE PIN. NO. 175000-38-7096 TRACT 142-JOHN-032_000 NDS PROPERTIES LLC PIN. NO. 175000-38-9108 TRACT 142-JOHN-035_000 CLIFTON GATTIS LEE PIN. NO. 175000-48-1162 TRACT 142-WAKE-029_000 CITY OF RALEIGH PIN. NO. 1740999788 STREAM S7 STREAM S8 PROPOSED HDD 2 PROPOSED HDD 3 JOH N S T O N C O U N T Y NO TRAVEL THROUGH THIS AREA. 20' LINE OF SIGHT CLEARING ONLY ACROSS THE CONSERVATION AREA MA T C H L I N E - 1 5 2 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 2 MA T C H L I N E - 1 8 2 + 8 1 S E E SH E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 4 HDD 3 SEE SHEET PNG-C-142-0001040 FOR DESIGN HDD 2 SEE SHEET PNG-C-142-0001039 FOR DESIGN 4 CLASS 3 / MAOP 1000 PSIG 33 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001023 D 26 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.57 1.51 0.09 0.26 0.01 TRACT 142-WAKE-029_000 CITY OF RALEIGH PIN. NO. 1740999788 1.01 60" MIN. COVER 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI APPROX. LIMITS OF CONSTRUCTION AREA. WETLAND 5B 18 0 +0 0 18 1 + 0 0 18 2 + 0 0 18 3 + 0 0 18 4 + 0 0 18 5 + 0 0 18 6 + 0 0 18 7 + 0 0 18 8 + 0 0 18 9 + 0 0 19 0 + 0 0 19 1 + 0 0 19 2 + 0 0 19 3 + 0 0 19 4 + 0 0 1 9 5 + 0 0 1 9 6 + 0 0 1 9 7 + 0 0 1 9 8 + 0 0 1 9 9 + 0 0 2 0 0 + 0 0 2 0 1 + 0 0 2 0 2 + 0 0 2 0 3 + 0 0 2 0 4 + 0 0 2 0 5 + 0 0 2 0 142-JOHN-032_000 142-JOHN-035_000 142-JOHN-038_000 142-JOHN-042_000 142-JOHN-044_000 142-JOHN-045_000 142-JOHN-036_000 142-JOHN-039_000 142-JOHN-040_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L OD MA T C H L I N E - 1 8 2 + 7 4 M A T C H L I N E - 2 0 5 + 2 4 UN K UN K SS S I Z E U N K EO P S T A . 1 8 5 + 7 9 EO P S T A . 1 8 6 + 1 1 PL S T A . 1 8 5 + 1 4 RO W S T A . 1 8 5 + 6 1 RO W S T A . 1 8 6 + 2 7 PL S T A . 1 8 9 + 3 0 PL S T A . 1 9 5 + 9 4 PL S T A . 2 0 0 + 6 6 PL S T A . 2 0 1 + 6 6 CR E E K S T A . 1 8 4 + 9 6 CR E E K S T A . 1 8 5 + 1 2 CR E E K S T A . 2 0 0 + 7 2 CR E E K S T A . 2 0 0 + 6 0 UN K N O W N S T A . 1 8 6 + 0 7 TE L E V I S I O N S T A . 1 8 6 + 2 3 OH E S T A . 2 0 1 + 6 5 SS S T A . 2 0 2 + 0 7 OH E S T A . 2 0 1 + 4 7 OH E S T A . 2 0 1 + 8 4 PL S T A . 1 9 3 + 6 0 S H O T W E L L R D . CA R O L D R . HDD 3 SEE SHEET PNG-C-142-0001040 & PNG-C-142-0001041 FOR DESIGN PROPOSED HDD3 EXISTING GRADE TRACT 142-JOHN-035_000 CLIFTON GATTIS LEE PIN. NO. 175000-48-1162 SHOTWELL ROAD R.O.W. TRACT 142-JOHN-039_000 KALLAS, MARY HANNON NO. 175000-47-8876 TRACT 142-JOHN-038_000 CANDACE P. MONGIELLO NO. 175000-48-6010 TRACT 142-JOHN-044_000 HARDWARE VENTURES INC NO. 175000-57-5898 TRACT 142-JOHN-045_000 ABRAHAM SARI NO. 175000-68-0010 TRACT 142-JOHN-047_000 JENNIFER P GLIBERT NO. 175000-68-8328 ACCESS ROAD AR-006 STREAM S9 MA T C H L I N E - 1 8 2 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 3 M A T C H L I N E - 2 0 5 + 3 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 5 TRACT 142-JOHN-036_000 JOHNSON, VICTORIA JACKSON PIN. NO. 175000-47-3546 TRACT 142-JOHN-040_000 CAPOZZI, MICHELE L. NO. 175000-57-2789 3 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001024 D 27 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.28 0.05 0.35 0.49 0.27 0.54 0.11 0.41 WETLAND 4B 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND 4C WETLAND 4D WETLAND 4A STREAM S10A 20 2 + 0 0 20 3 + 0 0 20 4 + 0 0 20 5 + 0 0 20 6 + 0 0 20 7 + 0 0 20 8 + 0 0 20 9 + 0 0 21 0 + 0 0 21 1 + 0 0 21 2 + 0 0 21 3 + 0 0 21 4 + 0 0 21 5 + 0 0 21 6 + 0 0 21 7 + 0 0 21 8 + 0 0 21 9 + 0 0 22 0 + 0 0 22 1 + 0 0 22 2 + 0 0 22 3 + 0 0 22 4 + 0 0 22 5 + 0 0 22 6 + 0 0 22 7 + 0 0 22 8 + 0 0 22 9 + 0 0 23 0 + 0 0 23 1 + 0 0 232+ 0 0 233+ 0 0 2 PI STA. 231+51 Δ 54.03° N: 709936.59 E: 2158407.92 142-JOHN-047_000 142-JOHN-049_000 END HDD BORE 208+86 O D L O D L O D L O D L O D L O D LOD LOD LOD LODLODLOD LOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O L O D L O D L O D L O D L O D L O D L O D L O L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD MA T C H L I N E - 2 0 5 + 2 4 MA T C H L I N E - 2 2 9 + 7 4 PL S T A . 2 2 5 + 7 1 CR E E K S T A . 2 0 5 + 5 6 CR E E K S T A . 2 0 5 + 3 5 DI T C H S T A . 2 1 0 + 4 7 DI T C H S T A . 2 1 0 + 3 1 WE T S T A . 2 1 5 + 8 7 WE T S T A . 2 1 6 + 2 6 WE T S T A . 2 2 0 + 4 9 WE T S T A . 2 1 9 + 9 5 HD D E X I T 2 0 9 + 3 6 TE S T S T A R M U 2 2 7 + 7 4 PROPOSED 12" STEEL GAS LINE ACCESS ROAD AR-007 PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-047_000 JENNIFER P GILBERT NO. 175000-68-8328 TRACT 142-JOHN-049_000 CRIDER FAMILY IRREVOCABLE TRUST; JEFFREY STEVEN CRIDER, TRUSTEE NO. 175000-88-5980 STREAM S10A WETLAND 5B WETLAND 6B MA T C H L I N E - 2 0 5 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 4 MA T C H L I N E - 2 2 9 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 6 PROPOSED HDD 3 HDD 3 SEE SHEET PNG-C-142-0001041 FOR DESIGN 4 CLASS 3 / MAOP 1000 PSIG 3 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001025 D 28 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 2.35 0.46 60" MIN. COVER INSTALL 2 1600LB WEIGHTS @ 30FT SPACING INSTALL 2 1600LB WEIGHTS @ 30FT SPACING STREAM S10B 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 60" COVER REQUIRED FOR FUTURE HEAVY EQUIP. CROSSING WETLAND 4E WETLAND 5A WETLAND 6A 60" MIN. COVER 60" MIN. COVER 22 7 + 0 0 22 8 + 0 0 22 9 + 0 0 23 0 + 0 0 23 1 + 0 0 23 2 + 0 0 23 3 + 0 0 23 4 + 0 0 23 5 + 0 0 23 6 + 0 0 23 7 + 0 0 23 8 + 0 0 23 9 + 0 0 24 0 + 0 0 24 1 + 0 0 24 2 + 0 0 24 3 + 0 0 24 4 + 0 0 24 5 + 0 0 24 6 + 0 0 24 7 + 0 0 24 8 + 0 0 24 9 + 0 0 250 + 0 0 251 + 0 0 25 2 + 0 0 2 5 3 + 0 0 2 5 4 + 0 0 PI STA. 231+51 Δ 54.03° N: 709936.59 E: 2158407.92 PI STA. 237+22 Δ 2.07° N: 709747.71 E: 2158946.98 PI STA. 249+36 Δ 41.01° N: 709343.48 E: 2160091.13 PI STA. 242+61 Δ 3.45° N: 709551.39 E: 2159448.47 PI STA. 251+41 Δ 43.20° N: 709168.35 E: 2160196.62142-JOHN-049_000 142-JOHN-050_000 LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LO D LO D LO D LO D LODLO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO D LOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD MA T C H L I N E - 2 2 9 + 7 4 M A T C H L I N E - 2 5 2 + 7 4 PL S T A . 2 3 8 + 2 0 CR E E K S T A . 2 3 6 + 5 5 CR E E K S T A . 2 3 6 + 3 9 CR E E K S T A . 2 5 0 + 2 5 CR E E K S T A . 2 5 0 + 4 2 PI S T A . 2 3 1 + 5 1 PI S T A . 2 3 7 + 2 2 PI S T A . 2 4 2 + 6 1 PI S T A . 2 4 9 + 3 6 PI S T A . 2 5 1 + 4 1 PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-049_000 CRIDER FAMILY IRREVOCABLE TRUST; JEFFREY STEVEN CRIDER, TRUSTEE NO. 175000-88-5980 TRACT 142-JOHN-050_000 VICTORIA R GARNER AND DONALD WILLIAM GARNER NO. 176000-08-3774 ACCESS ROAD AR-007A STREAM S11A STREAM S12A MA T C H L I N E - 2 3 9 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 5 M A T C H L I N E - 2 5 2 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 7 60" MIN. COVER ACROSS FIELD 60" MIN. COVER ACROSS STREAM 42 1 CLASS 3 / MAOP 1000 PSIG 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001026 D 29 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.97 1.67 60" MIN. COVER 09/17/2021 WKG SEE SHEET PNG-C-142-0001063 FOR CONTINUATION OF DRILL PULL BACK AREA NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 60" MIN. COVER ACROSS STREAM 24 6 + 0 0 24 7 + 0 0 24 8 + 0 0 24 9 + 0 0 250 + 0 0 251 + 0 0 25 2 + 0 0 25 3 + 0 0 25 4 + 0 0 25 5 + 0 0 25 6 + 0 0 2 5 7 + 0 0 2 5 8 + 0 0 25 9 + 0 0 26 0 + 0 0 26 1 + 0 0 26 2 + 0 0 26 3 + 0 0 26 4 + 0 0 26 5 + 0 0 26 6 + 0 0 26 7 + 0 0 26 8 + 0 0 26 9 + 0 0 27 0 + 0 0 27 1 + 0 0 27 2 + 0 0 27 3 + 0 0 2 7 4 + 0 0 2 7 5 + 0 0 2 7 6 + 0 0 2 7 7 + 0 0 2 7 8 + 0 0 2 7 9 + 0 PI STA. 249+36 Δ 41.01° N: 709343.48 E: 2160091.13 PI STA. 251+41 Δ 43.20° N: 709168.35 E: 2160196.62 PI STA. 256+62 Δ 32.43° N: 709027.07 E: 2160698.07 PI STA. 258+59 Δ 39.49° N: 709083.69 E: 2160886.87 PI STA. 265+51 Δ 4.36° N: 708815.68 E: 2161524.51 PI STA. 273+92 Δ 26.07° N: 708549.48 E: 2162323.11142-JOHN-050_000 142-JOHN-051_000 142-JOHN-052_000 LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD OD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLOD L O D LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LODLO D LODLODLODLODLODLODLOD MA T C H L I N E - 2 5 2 + 7 4 M A T C H L I N E - 2 7 5 + 7 4 PL S T A . 2 6 3 + 3 2 CR E E K S T A . 2 5 7 + 7 3 CR E E K S T A . 2 5 7 + 5 2 PL S T A . 2 5 7 + 5 9 PI S T A . 2 5 6 + 6 2 PI S T A . 2 5 8 + 5 9 PI S T A . 2 6 5 + 5 1 PI S T A . 2 7 3 + 9 2 TE S T S T A R M U 2 7 3 + 9 8 PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-050_000 VICTORIA R GARNER AND DONALD WILLIAM GARNER NO. 176000-08-3774 TRACT 142-JOHN-051_000 JAMES M RINGGOLD AND PAULINA P RINGGOLD NO. 176000-07-7206 TRACT 142-JOHN-052_000 SYDNOR M WHITE, JR AND NANCY HANES WHITE NO. 176000-28-0303 ACCESS ROAD AR-008 STREAM S13 STREAM S12A MA T C H L I N E - 2 5 2 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 6 M A T C H L I N E - 2 7 5 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 8 60" MIN. COVER ACROSS STREAM 41 CLASS 3 / MAOP 1000 PSIG 1 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001027 D 30 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.57 0.66 1.43 60" MIN. COVER 42" MIN. COVER 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 273 +0 27 4 + 0 0 27 5 + 0 0 27 6 + 0 0 27 7 + 0 0 27 8 + 0 0 27 9 + 0 0 28 0 + 0 0 28 1 + 0 0 28 2 + 0 0 28 3 + 0 0 28 4 + 0 0 28 5 + 0 0 28 6 + 0 0 28 7 + 0 0 28 8 + 0 0 28 9 + 0 0 29 0 + 0 0 2 9 1 + 0 0 2 9 2 + 0 0 2 9 3 + 0 0 2 9 4 + 0 0 2 9 5 + 0 0 2 9 6 + 0 0 2 9 7 + 0 0 2 9 8 + 0 0 2 9 9 + 0 0 3 0 0 + 0 0 3 0 1 + 0 0 3 0 2 + 0 0 3 0 3 + 0 0 3 0 4 + 0 0 3 0 5 + 0 0 3 0 6 PI STA. 290+09 Δ 27.49° N: 708764.23 E: 2163925.56 142-JOHN-053_000 BEGIN HDD BORE 291+87 142-JOHN-052_000 142-JOHN-054_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD LOD LO D LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O MA T C H L I N E - 2 7 5 + 7 4 M A T C H L I N E - 3 0 4 + 2 4 GR A V E L S T A . 3 0 2 + 3 2 GR A V E L S T A . 3 0 2 + 2 3 PL S T A . 2 7 8 + 3 0 PL S T A . 3 0 1 + 5 8 CR E E K S T A . 2 9 9 + 3 5 CR E E K S T A . 3 0 0 + 9 7 CR E E K S T A . 3 0 3 + 3 1 CR E E K S T A . 3 0 3 + 9 1 HD D E N T R Y 2 9 1 + 8 7 PI S T A . 2 9 0 + 0 9 PROPOSED 12" STEEL GAS LINE PROPOSED HDD 4 N E U S E R I V E R NEUSE RIVER TRAIL PROPOSED 12" STEEL GAS LINE EXISTING GRADE42" MIN. COVER TRACT 142-JOHN-052_000 SYDNOR M WHITE, JR AND NANCY HANES WHITE NO. 176000-28-0303 TRACT 142-JOHN-053_000 SYDNOR M WHITE, JR AND NANCY HANES WHITE NO. 176000-38-8560 TRACT 142-JOHN-054_000 STATE OF NORTH CAROLINA NO. 176100-30-9783 STREAM S14 MA T C H L I N E - 2 7 5 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 7 M A T C H L I N E - 3 0 4 + 3 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 9 PROPOSED HDD 4 SEE SHEET PNG-C-142-0001042 FOR DESIGN 4 1 CLASS 3 / MAOP 1000 PSIG 3 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001028 D 31 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 2.670.29 0.31 60" MIN. COVER RI V E R T O B RI V E R T O B 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND 6A 30 4 + 0 0 30 5 + 0 0 30 6 + 0 0 30 7 + 0 0 30 8 + 0 0 30 9 + 0 0 31 0 + 0 0 31 1 + 0 0 31 2 + 0 0 31 3 + 0 0 31 4 + 0 0 31 5 + 0 0 31 6 + 0 0 31 7 + 0 0 31 8 + 0 0 31 9 + 0 0 3 2 0 + 0 0 3 2 1 + 0 0 3 2 2 + 0 0 3 2 3 + 0 0 3 2 4 + 0 0 3 2 5 + 0 0 3 2 6 + 0 0 3 2 7 + 0 0 3 2 8 + 0 0 3 2 9 + 0 0 3 3 0 + 0 0 3 3 1 + 0 0 3 3 2 + 0 0 3 3 3 + 0 0 3 3 4 + 0 0 3 3 5 + 0 0 33 6 + 0 0 PI STA. 319+39 Δ 15.21° N: 710449.74 E: 2166322.12 142-JOHN-054_000 142-JOHN-055_000 END HDD BORE 313+84 PI STA. 335+23 Δ 8.98° N: 711668.51 E: 2167333.05 LOD LO D LOD LO D LO D LO D LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD L O D LOD LODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD MA T C H L I N E - 3 0 4 + 2 4 M A T C H L I N E - 3 3 4 + 7 4 CR E E K S T A . 3 3 2 + 3 5 CR E E K S T A . 3 3 2 + 4 6 PL S T A . 3 1 1 + 0 9 HD D E X I T 3 1 4 + 6 2 CR E E K S T A . 3 3 1 + 9 3 CR E E K S T A . 3 3 2 + 0 8 PI S T A . 3 1 9 + 3 9 TE S T S T A R M U 3 1 6 + 7 4 PROPOSED 12" STEEL GAS LINE ACCESS ROAD AR-009 PROPOSED HDD 4 PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-054_000 STATE OF NORTH CAROLINA NO. 176100-30-9783 TRACT 142-JOHN-055_000 PROGRESSIVE LUMBER LLC; SOUND TIMBER MANAGEMENT LLC; RIVERWALK MINORITY, LLC NO. 176100-62-1778 STREAM S14 STREAM S15A MA T C H L I N E - 3 0 4 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 8 M A T C H L I N E - 3 3 4 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 0 60" MIN. COVER ACROSS STREAM PROPOSED HDD 4 SEE SHEET PNG-C-142-0001042 FOR DESIGN 4 CLASS 3 / MAOP 1000 PSIG 3 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001029 D 32 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 2.710.79 09/17/2021 WKG STREAM S15B NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 3 2 6 + 0 0 3 2 7 + 0 0 3 2 8 + 0 0 3 2 9 + 0 0 3 3 0 + 0 0 3 3 1 + 0 0 3 3 2 + 0 0 3 3 3 + 0 0 3 3 4 + 0 0 3 3 5 + 0 0 3 3 6 + 0 0 3 3 7 + 0 0 3 3 8 + 0 0 3 3 9 + 0 0 3 4 0 + 0 0 3 4 1 + 0 0 342 + 0 0 343 + 0 0 344 + 0 0 34 5 + 0 0 34 6 + 0 0 34 7 + 0 0 34 8 + 0 0 349+0 0 350+0 0 351+00 +00 PI STA. 341+94 Δ 41.00° N: 712111.76 E: 2167836.84 PI STA. 344+44 Δ 11.42° N: 712113.24 E: 2168086.86 PI STA. 348+18 Δ 39.25° N: 712189.68 E: 2168453.86 142-JOHN-055_001 PI STA. 350+01 Δ 28.12° N: 712105.54 E: 2168615.62 PI STA. 335+23 Δ 8.98° N: 711668.51 E: 2167333.05 PI STA. 349+10 Δ 0.00° N: 712147.61 E: 2168534.74 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D L O D LOD L O D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LODLOD L O D LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E - 3 3 4 + 7 4 MATCHLINE-350+74 CR E E K S T A . 3 4 2 + 7 0 CR E E K S T A . 3 4 2 + 8 8 CR E E K S T A . 3 4 8 + 7 9 CR E E K S T A . 3 4 9 + 2 6 PL S T A . 3 4 5 + 1 1 PI S T A . 3 3 5 + 2 3 PI S T A . 3 4 1 + 9 4 PI S T A . 3 4 4 + 4 4 PI S T A . 3 4 8 + 1 8 PI S T A . 3 5 0 + 0 1 PROPOSED 12" STEEL GAS LINE PRI T C H A R D R D . PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-055_000 PROGRESSIVE LUMBER LLC; SOUND TIMBER MANAGEMENT LLC; RIVERWALK MINORITY, LLC PIN. NO. 176100-62-1778 STREAM S16 M A T C H L I N E - 3 3 4 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 2 9 MATCHLINE - 350+81 SEE SHEET PNG-C-142-0001031 60" MIN. COVER ACROSS STREAM STREAM S15B 60" MIN. COVER ACROSS STREAM STREAM S17 TRACT 142-JOHN-054_000 STATE OF NORTH CAROLINA PIN. NO. 176100-30-9783 41 CLASS 3 / MAOP 1000 PSIG 1 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001030 D 33 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 1.19 0.65 09/17/2021 WKG TRACT 142-JOHN-055_001 REID M. SMITH & WIFE STATE OF NORTH CAROLINA PIN. NO. 176100-81-6498 STREAM S15A NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI P R I T C H A R D R D 349 + 350 + 0 0 351+ 0 0 352 + 0 0 35 3 + 0 0 35 4 + 0 0 35 5 + 0 0 35 6 + 0 0 35 7 + 0 0 35 8 + 0 0 35 9 + 0 0 36 0 + 0 0 36 1 + 0 0 36 2 + 0 0 36 3 + 0 0 3 6 4 + 0 0 3 6 5 + 0 0 3 6 6 + 0 0 3 6 7 + 0 0 3 6 8 + 0 0 3 6 9 + 0 0 3 7 0 + 0 0 3 7 1 + 0 0 3 7 2 + 0 0 3 7 3 + 0 0 3 7 4 + 0 0 3 7 5 + 0 0 3 7 6 + 0 0 3 7 7 +3 PI STA. 354+87 Δ 10.50° N: 711931.36 E: 2169017.56 PI STA. 363+07 Δ 20.93° N: 711841.86 E: 2169832.38 142-JOHN-056_000 PI STA. 350+01 Δ 28.12° N: 712105.54 E: 2168615.62 PI STA. 351+59 Δ 26.74° N: 711975.39 E: 2168704.72 PI STA. 352+81 Δ 33.10° N: 711916.15 E: 2168812.18 142-JOHN-055_001 142-JOHN-057_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D OD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LOD LO D LODLOD LO DLOD LODLODLODLODLOD L O D LODLOD L O D LOD LOD L O D O D LOD LOD LOD LOD LOD LOD L O D L O D L O D LOD LO D LOD L O D LOD L O D LODLODLOD L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD L O D MATC H L I N E - 3 5 0 + 7 4 M A T C H L I N E - 3 7 7 + 7 4 EO P S T A . 3 5 3 + 5 8 EO P S T A . 3 5 3 + 8 1 RO W S T A . 3 5 3 + 3 9 RO W S T A . 3 5 4 + 0 0 CR E E K S T A . 3 5 8 + 7 2 CR E E K S T A . 3 5 9 + 0 2 WE T S T A . 3 6 8 + 1 6 WE T S T A . 3 7 1 + 2 0 PI S T A . 3 5 1 + 5 9 PI S T A . 3 5 2 + 8 1 PI S T A . 3 5 4 + 8 7 PI S T A . 3 6 3 + 0 7 TE S T S T A R M U 3 5 4 + 1 8 APPROVALS PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE PROPOSED ROAD BORE EXISTING GRADE 42" MIN. COVER PRITCHARD ROAD R.O.W. TRACT 142-JOHN-057_000 RIVERWOOD ON THE NEUSE LLC PIN. NO. 177100-10-1755 STREAM S18 STREAM S19 MATC H L I N E - 3 5 0 + 8 1 SEE S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 0 M A T C H L I N E - 3 7 7 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 2 60" MIN. COVER ACROSS STREAMPROPOSED ROAD BORE SEE SHEET PNG-C-142-0001045 USSE SITE FOR FUTURE STATION 41 CLASS 3 / MAOP 1000 PSIG 341 1 1 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001031 D 34 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 2.720.30 60" MIN. COVER INSTALL 10 1600LB WEIGHTS @ 30FT SPACING WETLAND W7B CONTRACTOR TO INSTALL TEMP. PASTURE FENCING PER THE PROVIDED LANDOWNER SPECIAL PROVISIONS. 09/17/2021 WKG TRACT 142-JOHN-055_001 REID M. SMITH & WIFE STATE OF NORTH CAROLINA PIN. NO. 176100-81-6498 NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND INSTALL FARM GATE AT EDGE OF FIELD INSTALL FARM GATE AT DOT ROW STREAM S17 WETLAND W7A 0 7 3 + 0 0 3 7 4 + 0 0 3 7 5 + 0 0 3 7 6 + 0 0 3 7 7 + 0 0 3 7 8 + 0 0 3 7 9 + 0 0 3 8 0 + 0 0 3 8 1 + 0 0 3 8 2 + 0 0 3 8 3 + 0 0 38 4 + 0 0 38 5 + 0 0 38 6 + 0 0 38 7 + 0 0 38 8 + 0 0 38 9 + 0 0 39 0 + 0 0 39 1 + 0 0 39 2 + 0 0 39 3 + 0 0 39 4 + 0 0 39 5 + 0 0 39 6 + 0 0 39 7 + 0 0 39 8 + 0 0 39 9 + 0 0 40 0 + 0 0 40 1 + 0 0 40 2 + 0 0 40 3 + 0 0 40 4 + 0 0 40 5 + 0 0 40 6 + 0 PI STA. 383+92 Δ 29.76° N: 712369.49 E: 2171849.27 PI STA. 387+15 Δ 64.43° N: 712595.59 E: 2172079.99 142-JOHN-057_000 142-JOHN-058_000 142-JOHN-059_000 142-JOHN-060_000 D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LO D LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E - 3 7 7 + 7 4 MA T C H L I N E - 4 0 1 + 2 4 TE L E P H O N E EO P S T A . 3 9 9 + 2 4 EO P S T A . 3 9 9 + 4 3 PL S T A . 3 8 5 + 7 2 PL S T A . 3 9 8 + 2 2 CR E E K S T A . 3 8 5 + 8 2 CR E E K S T A . 3 8 5 + 6 1 CR E E K S T A . 4 0 0 + 6 4 CR E E K S T A . 4 0 0 + 5 3 RO W S T A . 3 9 9 + 0 3 RO W S T A . 3 9 9 + 6 3 PL S T A . 3 9 9 + 3 3 TE L E P H O N E S T A . 3 9 9 + 2 0 PI S T A . 3 8 3 + 9 2 PI S T A . 3 8 7 + 1 5 TE S T S T A R M U 3 9 9 + 6 7 PROPOSED 12" STEEL GAS LINE PROPOSED ROAD BORE ME D L I N R D . PROPOSED 12" STEEL GAS LINEEXISTING GRADE TRACT 142-JOHN-057_000 RIVERWOOD ON THE NEUSE LLC PIN. NO. 177100-10-1755 TRACT 142-JOHN-058_000 SUE J JOHNSON PIN. NO. 177100-22-4568 TRACT 142-JOHN-059_000 PEGGY J ATKINSON AND MATTHEW J ATKINSON PIN. NO. 177100-31-2729 MEDLIN ROAD R.O.W. TRACT 142-JOHN-059_000 PEGGY J ATKINSON AND MATTHEW J ATKINSON PIN. NO. 177100-31-2729 STREAM S20 STREAM S21 USSE SITE FOR FUTURE STATION M A T C H L I N E - 3 7 7 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 1 60" MIN. COVER ACROSS STREAM & WETLANDS 60" MIN. COVER ACROSS STREAM MA T C H L I N E - 4 0 1 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 3 PROPOSED ROAD BORE SEE SHEET PNG-C-142-0001046 42 CLASS 3 / MAOP 1000 PSIG 3 41 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001032 D 35 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.92 1.43 0.09 0.18 09/17/2021 WKG 142-MLV-2 NOTES: 1. COORDINATE WITH PNG SYSTEM INTEGRITY FOR CABLE CONNECTION FOR GROUND BED RECTIFIER. NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI SEE NOTE 1 60" MIN. COVER FOR FUTURE HEAVY EQUIPMENT CROSSINGS 42" MIN. COVER 42" MIN. COVER WETLAND W7C WETLAND W7D WETLAND W7E 39 8 + 0 0 39 9 + 0 0 40 0 + 0 0 40 1 + 0 0 40 2 + 0 0 40 3 + 0 0 40 4 + 0 0 40 5 + 0 0 40 6 + 0 0 40 7 + 0 0 4 0 8 + 0 0 40 9 + 0 0 4 1 0 + 0 0 41 1 + 0 0 41 2 + 0 0 41 3 + 0 0 4 1 4 + 0 0 41 5 + 0 0 41 6 + 0 0 41 7 + 0 0 4 1 8 + 0 0 41 9 + 0 0 42 0 + 0 0 42 1 + 0 0 4 2 2 + 0 0 42 3 + 0 0 42 4 + 0 0 42 5 + 0 0 4 2 6 + 0 0 42 7 + 0 0 42 8 + 0 0 42 9 + 0 0 4 3 0 + 0 0 PI STA. 403+82 Δ 5.07° N: 712025.11 E: 2173646.77 PI STA. 407+62 Δ 6.94° N: 711927.17 E: 2174014.01 142-JOHN-059_000 142-JOHN-060_000 142-JOHN-061_000 142-JOHN-062_000 LODLODLODLODLODLODLODLODLOD LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD MA T C H L I N E - 4 0 1 + 2 4 MA T C H L I N E - 4 2 8 + 2 4 PL S T A . 4 0 2 + 4 5 PL S T A . 4 0 8 + 5 2 PL S T A . 4 1 1 + 1 1 WE T S T A . 4 0 5 + 2 0 WE T S T A . 4 0 5 + 4 8 WE T S T A . 4 2 1 + 1 8 WE T S T A . 4 2 5 + 1 9 CR E E K S T A . 4 2 5 + 0 5 PI S T A . 4 0 3 + 8 2 PI S T A . 4 0 7 + 6 2 PROPOSED 12" STEEL GAS LINE ME D L I N R D . PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER WETLAND W8B WETLAND W9A STREAM S22 MA T C H L I N E - 4 0 1 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 2 MA T C H L I N E - 4 2 8 + 3 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 4 TRACT 142-JOHN-059_000 PEGGY J ATKINSON AND MATTHEW J ATKINSON PIN. NO. 177100-31-2729 TRACT 142-JOHN-060_000 HARVEY SPELLS, SR HEIRS PIN. NO. 177100-32-6070 TRACT 142-JOHN-061_000 H L MEDLIN FARMS, LLC PIN. NO. 177100-52-5789 TRACT 142-JOHN-062_000 H L MEDLIN FARMS, LLC PIN. NO. 177100-52-5789 60" MIN. COVER ACROSS STREAM & WETLAND 4 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001033 D 36 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.14 0.70 0.30 1.97 INSTALL 14 1600LB WEIGHTS @ 30FT SPACING 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI WETLAND W8A WETLAND W9B 60" MIN. COVER ACROSS WETLAND 4 2 7 + 0 0 4 2 8 + 0 0 4 2 9 + 0 0 4 3 0 + 0 0 4 3 1 + 0 0 43 2 + 0 0 43 3 + 0 0 43 4 + 0 0 43 5 + 0 0 43 6 + 0 0 43 7 + 0 0 43 8 + 0 0 43 9 + 0 0 44 0 + 0 0 44 1 + 0 0 4 4 2 + 0 0 44 3 + 0 0 44 4 + 0 0 44 5 + 0 0 44 6 + 0 0 44 7 + 0 0 44 8 + 0 0 4 4 9 + 0 0 45 0 + 0 0 4 5 1 + 0 0 4 5 2 + 0 0 4 5 3 + 0 0 4 5 4 + 0 0 45 5 + 0 0 45 6 + 0 0 45 7 + 0 0 45 8 + 0 0 45 9 + 0 0 PI STA. 431+44 Δ 35.85° N: 711596.02 E: 2176372.88 PI STA. 441+59 Δ 15.97° N: 710892.85 E: 2177105.04 PI STA. 450+44 Δ 2.34° N: 710479.10 E: 2177887.41 PI STA. 454+55 Δ 6.70° N: 710301.90 E: 2178258.37 142-JOHN-062_000 142-JOHN-065_000 142-JOHN-067_000 142-JOHN-068_000 142-JOHN-069_000 142-JOHN-066_000 LO D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LO D LODLODLOD LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LO D LOD LOD LOD LODLO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D L O D L O D M A T C H L I N E - 4 2 8 + 2 4 MA T C H L I N E - 4 5 7 + 2 4 PL S T A . 4 3 9 + 6 3 PL S T A . 4 4 0 + 8 9 PL S T A . 4 4 2 + 0 7 PL S T A . 4 4 7 + 4 3 PL S T A . 4 5 5 + 9 2 CR E E K S T A . 4 3 8 + 5 0 CR E E K S T A . 4 3 8 + 5 8 CR E E K S T A . 4 5 5 + 1 6 CR E E K S T A . 4 5 5 + 3 2 PI S T A . 4 3 1 + 4 4 PI S T A . 4 4 1 + 5 9 PI S T A . 4 5 0 + 4 4 PI S T A . 4 5 4 + 5 5 TE S T S T A R M U 4 4 4 + 7 4 PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-062_000 H L MEDLIN FARMS LLC PIN. NO. 177100-52-5789 TRACT 142-JOHN-065_000 APRIL DENISE PARRISH PIN. NO. 177100-71-0008 TRACT 142-JOHN-066_000 LEROY DEWEY BAKER, JR PIN. NO. 177100-71-1064 TRACT 142-JOHN-067_000 CHARLES E BARNES FAMILY TRUST; LONA REA H BARNES, TRUSTEE PIN. NO. 177100-61-5092 TRACT 142-JOHN-068_000 HARRISON JULIUS SMITH AND SYDNEY SMITH PIN. NO. 177100-70-8684 TRACT 142-JOHN-069_000 LONA REA BARNES PIN. NO. 177100-80-5671 ACCESS ROAD AR-011 PROPOSED 12" STEEL GAS LINE STREAM S23 STREAM S24 M A T C H L I N E - 4 2 8 + 3 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 3 MA T C H L I N E - 4 5 7 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 5 60" MIN. COVER ACROSS STREAM 60" MIN. COVER ACROSS STREAM 41 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001034 D 37 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 1.31 0.14 0.14 0.62 0.97 0.15 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 60" MIN COVER FOR FUTURE HEAVY EQUIP. CROSSING WETLAND W9C WETLAND W9D STREAM S23A STREAM S23B WETLAND W9E WETLAND W9F 45 9 + 0 46 0 + 0 0 46 1 + 0 0 46 2 + 0 0 46 3 + 0 0 46 4 + 0 0 46 5 + 0 0 46 6 + 0 0 46 7 + 0 0 46 8 + 0 0 4 6 9 + 0 0 4 7 0 + 0 0 4 7 1 + 0 0 4 7 2 + 0 0 4 7 3 + 0 0 4 7 4 + 0 0 4 7 5 + 0 0 4 7 6 + 0 0 47 7 + 0 0 47 8 + 0 0 47 9 + 0 0 48 0 + 0 0 48 1 + 0 0 48 2 + 0 0 48 3 + 0 0 48 4 + 0 0 48 5 + 0 0 48 6 + 0 0 48 7 + 0 0 48 8 + 0 0 PI STA. 468+90 Δ 49.93° N: 709537.11 E: 2179471.49 PI STA. 476+84 Δ 27.08° N: 709778.79 E: 2180228.73 142-JOHN-069_000 142-JOHN-070_000 142-JOHN-071_000 142-JOHN-072_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD ODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LOD LODLODLOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD MA T C H L I N E - 4 5 7 + 2 4 MA T C H L I N E - 4 8 6 + 7 4 PL S T A . 4 6 3 + 3 6 PL S T A . 4 7 0 + 2 5 PL S T A . 4 7 6 + 8 6 CR E E K S T A . 4 8 1 + 0 4 CR E E K S T A . 4 8 1 + 2 2 PI S T A . 4 6 8 + 9 0 PI S T A . 4 7 6 + 8 4 DI T C H S T A . 4 6 7 + 1 9 DI T C H S T A . 4 6 7 + 6 2 DI T C H S T A . 4 7 8 + 1 0 PROPOSED 12" STEEL GAS LINE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-069_000 LONA REA BARNES PIN. NO. 177100-80-5671 TRACT 142-JOHN-070_000 LAURA JEAN MOORE PIN. NO. 177100-90-1670 TRACT 142-JOHN-071_000 BRETT H BRUTON AND TERESA M BRUTON PIN. NO. 178100-00-1526 TRACT 142-JOHN-072_000 MARY LOU PRICE AND MARVIN KENT PRICE PIN. NO. 178000-19-3941 STREAM S25MA T C H L I N E - 4 5 7 + 3 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 4 MA T C H L I N E - 4 8 6 + 8 1 SE E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 6 60" MIN. COVER ACROSS STREAM & WETLAND 60" MIN. COVER ACROSS STREAM 42 1 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001035 D 38 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.70 0.79 1.19 1.190.70 0.79 0.76 1.13 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI STREAM S24A WETLAND W9G WETLAND W9H STREAM S25 504+68 0 0 4 8 6 + 0 0 4 8 7 + 0 0 4 8 8 + 0 0 4 8 9 + 0 0 4 9 0 + 0 0 49 1 + 0 0 4 9 49 3 + 0 0 49 4 + 0 0 49 5 + 0 0 49 6 + 0 0 49 7 + 0 0 49 8 + 0 0 49 9 + 0 0 50 0 + 0 0 50 1 + 0 0 502 + 0 0 503 + 0 0 504 + 0 0 0+00 00 PI STA. 492+21 Δ 59.12° N: 709528.31 E: 2181745.09 PI STA. 501+15 Δ 26.48° N: 708696.13 E: 2182069.73 PI STA. 504+36 Δ 55.96° N: 708376.26 E: 2182040.12 142-JOHN-073_000 142-JOHN-075_000 142-JOHN-076_000 142-JOHN-077_A01 142-JOHN-072_000 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD L O D L O D L O D L O D L O D LOD L O D LOD LOD L LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD M A T C H L I N E - 4 8 6 + 7 4 PL S T A . 4 9 0 + 0 8 PL S T A . 4 9 4 + 4 1 CR E E K S T A . 4 9 4 + 3 5 CR E E K S T A . 4 9 4 + 5 6 CR E E K S T A . 5 0 1 + 7 3 CR E E K S T A . 5 0 1 + 9 0 PL S T A . 5 0 1 + 8 3 PL S T A . 5 0 3 + 8 5 PI S T A . 4 9 2 + 2 1 PI S T A . 4 9 5 + 6 7 PI S T A . 5 0 1 + 1 5 PI S T A . 5 0 4 + 3 6 TE S T S T A R M U 5 0 4 + 5 0 PROPOSED 12" STEEL GAS LINE COVERED BRIDGE RD RS SITE PROPOSED 12" STEEL GAS LINE EXISTING GRADE 42" MIN. COVER TRACT 142-JOHN-072_000 MARY LOU PRICE AND MARVIN KENT PRICE PIN. NO. 178000-19-3941 TRACT 142-JOHN-073_000 JIMMIE D BARNES FAMILY TRUST; MARY LOU E BARNES, TRUSTEE PIN. NO. 178001-29-1618 TRACT 142-JOHN-075_000 MARY LOU PRICE AND MARVIN KENT PRICE PIN. NO. 178001-29-1002 TRACT 142-JOHN-076_000 SHIMER Z. PINCKNEY JR. AND DEBORA A PINCKNEY PIN. NO. 178001-28-2336 STREAM S26 STREAM S27 M A T C H L I N E - 4 8 6 + 8 1 S E E S H E E T P N G - C - 1 4 2 - 0 0 0 1 0 3 5 60" MIN. COVER ACROSS STREAM 60" MIN. COVER ACROSS STREAM TRACT 142-JOHN-077_A01 BOYETTE, ROBERT TURNER AND FAYE PIN. NO. 178001-27-5305 END PROPOSED 12" PIPELINE PROPOSED ACCESS ROAD AR-012 42 1 2 CLASS 3 / MAOP 1000 PSIG DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001036 D 39 OF 118LINE 142 PIPELINE 12 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.38 0.50 0.85 0.23 0.06 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A L E NGI N E E R W I L L IAMKEI T H G U A LTIERI 504+68 502 + 0 0 504 + 00 0+00 1+00 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 16 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 26 + 0 0 2 6 + 1 9 PI STA. 504+36 Δ 55.96° N: 708376.26 E: 2182040.12 142-JOHN-077_A01 PI STA. 1+16 Δ 89.98° N: 708301.05 E: 2181849.02 PI STA. 5+18 Δ 28.57° N: 707948.85 E: 2182041.47 PI STA. 11+25 Δ 5.05° N: 707369.68 E: 2182187.87 PI STA. 7+39 Δ 22.25° N: 707727.54 E: 2182041.47 142-JOHN-079_A01 142-JOHN-078_A01 142-JOHN-081_A01 142-JOHN-080_A01 142-JOHN-081_A01 D LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLO D LODLODLODLODLOD LO DLOD LO DLODLO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LO D TE L E V I S I O N TE L E V I S I O N TE L E P H O N E TE L E P H O N E TE L E V I S I O N WA T R S I Z E UN K TE L E P H O N E TE L E P H O N E TE L E V I S I O N UN KWA T R S I Z E U N K PL S T A . 1 1 + 4 7 PL S T A . 1 2 + 8 0 TE L E V I S I O N S T A . 1 3 + 3 2 TE L E V I S I O N S T A . 1 4 + 7 1 TE L E P H O N E S T A . 1 7 + 2 8 TE L E P H O N E S T A . 1 7 + 3 3 TE L E P H O N E S T A . 1 8 + 1 2 TE L E V I S I O N S T A . 1 9 + 6 7 WA T E R S T A . 2 0 + 2 5 TE L E P H O N E S T A . 2 1 + 2 7 TE L E P H O N E S T A . 2 1 + 4 2 TE L E V I S I O N S T A . 2 1 + 4 0 TE L E V I S I O N S T A . 2 1 + 8 8 WA T E R S T A . 2 3 + 4 7 TE L E P H O N E S T A . 2 3 + 8 7 TE L E P H O N E S T A . 2 3 + 9 4 TE L E V I S I O N S T A . 2 5 + 5 7 UG E S T A . 2 5 + 9 7 CR E E K S T A . 6 + 7 9 CR E E K S T A . 6 + 9 2 PI S T A . 1 + 1 6 PI S T A . 7 + 3 9 PI S T A . 1 1 + 2 5 PI S T A . 1 4 + 3 0 PI S T A . 1 9 + 3 6 PI S T A . 2 1 + 4 1 PI S T A . 2 1 + 9 1 PI S T A . 5 + 1 8 PL S T A . 5 + 6 2 OH E S T A . 1 3 + 3 8 OH E S T A . 1 1 + 8 2 TE S T S T A R M U 2 6 + 1 6 PROPOSED 10" STEEL GAS LINE EXISTING GRADE 36" MIN. COVER C O V E R E D B R I D G E R D . PROPOSED 10" STEEL GAS LINE TRACT 142-JOHN-077_A01 ROBERT TURNER BOYETTE AND FAYE BOYETTE PIN. NO. 178001-27-5305 TRACT 142-JOHN-079_A01 STUTTS, LISA BOYETTE AND BOYETTE, RAY JR PIN. NO. 178001-27-2204 TRACT 142-JOHN-080_A01 STUTTS, LISA BOYETTE AND BOYETTE, RAY JR PIN. NO. 178001-27-2204 TRACT 142-JOHN-081_A01 STUTTS, LISA BOYETTE AND BOYETTE, RAY JR PIN. NO. 178001-27-2084 COVERED BRIDGE RD RS SITE COVERED CT. 60" MIN. COVER ACROSS STREAM STREAM S28 PROPOSED ACCESS ROAD AR-013 2' MIN. COVER UNDER ALL EX. UTILITIES BEGIN PROPOSED 10" PIPELINE 525051 CLASS 3 / MAOP 1000 PSIG 51 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001037 D 40 OF 118LINE 142 PIPELINE 10 IN ALIGNMENT PLAN & PROFILECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 0.65 0.67 0.15 1.54 SEE DETAIL 3 ON DRAWING PNG-M-142-0001004 09/17/2021 WKG  NO R T H C A ROLI N A PR O F E S S IO N A L ENGI N E E R W I L LIAMKEIT H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 ENGI N E E R B-01 B-02 B-03 B-04 US H W Y 7 0 GUY R D GUY R D E G A R N E R R D 5+00 6+00 7+00 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 142-WAKE-005_000 142-WAKE-009_000 142-WAKE-010_000 142-WAKE-011_000 142-WAKE-012_000 BEGIN HDD BORE 7+50 142-WAKE- UT UT UT END HDD BORE 32+90 US H W Y 7 0 GUY R D GUY R D 50 ' 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 0+00 1+00 2+00 2+50 150160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 150 175 200 225 250 275 300 325 350 375 400 425 450 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 27+00 28+00 61.3'74.3'55.3'60.4'57.0'75.0'67.8'75.0'64.1' 21'APPROX. EOP 144' APPROX. EOP 21' APPROX. EOP EX . F I B E R EX . 1 2 " G A S EL = 3 6 0 . 1 0 ' EX . F I B E R EX . T E L E P H O N E EX . F I B E R EX . F I B E R EX . T E L E V I S I O N EX . T E L E P H O N E EX . 1 6 " W A T E R EL = 3 5 9 . 0 1 ' EX . H W Y R O W EX . H W Y R O W EX . R R R O W EX . R R R O W EX . R R T R A C K EX . R R T R A C K 49.3'33.1' CP #1 STA = 9+99 ELEVATION = 313.3' PC CP #3 STA = 21+40 ELEVATION = 292.0' PC CP #4 STA = 24+31 ELEVATION = 322.6' PT CP #2 STA = 12+42 ELEVATION = 292.0' PT STA = 7+50 HDD POINT 10° PIPE SIDE STA = 26+00 HDD POINT 12° RIG SIDE RADIUS OF CURVATURE = 1400' CURVE LENGTH = 244.34'RADIUS OF CURVATURE = 1400' CURVE LENGTH = 293.20' TANGENT LENGTH = 172.9' TANGENT LENGTH = 252.4' TANGENT LENGTH = 898.1' 252.0'WETLAND (W2) LIMITS BE G I N H D D S T A . 7 + 5 0 FI B E R S T A . 1 0 + 1 9 RO W S T A . 1 0 + 2 5 GA S S T A . 1 0 + 2 7 FI B E R S T A . 1 0 + 4 0 UN K N O W N S T A . 1 0 + 4 3 EO P S T A . 1 0 + 5 7 EO P S T A . 1 0 + 7 7 OH E S T A . 1 1 + 0 2 EO P S T A . 1 1 + 0 6 TE L E P H O N E S T A . 1 1 + 1 0 FI B E R S T A . 1 1 + 3 4 OH E S T A . 1 1 + 3 8 OH E S T A . 1 2 + 3 8 EO P S T A . 1 2 + 5 1 EO P S T A . 1 2 + 8 0 OH E S T A . 1 2 + 7 8 FI B E R S T A . 1 2 + 9 2 EO P S T A . 1 3 + 0 1 TE L E P H O N E S T A . 1 3 + 0 8 TE L E V I S I O N S T A . 1 3 + 0 5 WA T E R S T A . 1 3 + 1 3 RO W S T A . 1 3 + 3 0 WE T S T A . 1 9 + 5 5 WE T S T A . 2 1 + 0 0 RO W S T A . 2 1 + 9 8 RA I L R O A D S T A . 2 3 + 0 0 RA I L R O A D S T A . 2 3 + 1 3 RO W S T A . 2 3 + 9 8 EN D H D D S T A . 2 6 + 0 0 EX. GRADE I: Very Loose to Very Dense, Silty and Clayey SAND (SM & SC) and Very Soft to Stiff, Sandy SILT (ML) II: Firm to Very Stiff, Fine Sandy Silty CLAY (CL & CH) III: Medium Dense to Very Dense, Silty SAND (SM) IV: PARTIALLY WEATHERED ROCK Sampled as Silty SAND V: CORED ROCK: GRANITE PROP. 12" STEEL GAS LINE HDD PROFILE DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001038 D 41 OF 118LINE 142 PIPELINE US 70-NCRR HDD-1CLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID WETLAND W2 NORFOLK SOUTHERN RR CROSSING (2 TRACKS) PROJECT NOTES 1. BORE LENGTH = 1,860.94 LF HORIZONTAL LENGTH = 1,850 LF 2. REAMER SIZE SHALL BE 15 INCHES IN ORDER TO LIMIT OVER-CUT TO NO MORE THAN 2” LARGER THAN THE OUTSIDE DIAMETER OF THE INSTALLED PIPE (PLUS COATING). IF VOIDS SHOULD DEVELOP OR IF THE BORED HOLE DIAMETER IS GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE (PLUS COATING) BY MORE THAN APPROXIMATELY 1 INCH ON EACH SIDE OF PIPE, GROUTING OR OTHER METHODS APPROVED BY NS/NCRR, SHALL BE EMPLOYED TO FILL SUCH VOIDS. 3. FRAC-OUT PLAN TO BE PROVIDED TO NORFOLK-SOUTHERN & NCRR FOR REVIEW PRIOR TO CONSTRUCTION. 4. UPON COMPLETION OF PIPELINE INSTALLATION, AS-BUILTS WILL BE SENT VIA EMAIL TO NS.PERMITTING@RAILPROS.COM FOR ALL DRILLS, HYDROFRACTURE ANALYSIS AND PULL/INSTALL STRESSES TO BE PROVIDED SEPARATELY NO R T H C A ROLI N A PR O F E S S IO N A L ENGI N E E R W I L L IAMKEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 ENGI N E E R NO R T H C A ROLI N A PR O F E S S IO N A L ENGI N E E R W I L L IAMKEI T H G U A LTIERI NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 ENGI N E E R CLEAR TREES ALONG 20 FT LOD LINE OF SITE NOTE: ALL WORK ON THE NCRR CORRIDOR TO BE PERFORMED IN ACCORDANCE WITH NORTH CAROLINA RAILROAD SPECIFICATIONS, NCR 102 “SPECIFICATIONS FOR PIPELINE OCCUPANCY OF NORTH CAROLINA RAILROAD PROPERTY” AND “NORTH CAROLINA RAILROAD / NORFOLK SOUTHERN RAILWAY - SPECIAL PROVISIONS FOR PROTECTION OF RAILWAY INTERESTS (CURRENT VERSION)”. 09/17/2021 WKG  GUY R D US 7 0 EA S T B O U N D US 7 0 WE S T B O U N D GUY R D B-05 B-06B-0B-0B-0B-0B-00BBBB5555555 B-0B-0B-0B-0B-0B-0B-0B-0B-0B0B-0B-0B-0B-00B-B-0BB6666666666666666 1 4 4 + 0 0 1 4 5 + 0 0 1 4 6 + 0 0 1 4 7 + 0 0 14 8 + 0 0 14 9 + 0 0 15 0 + 0 0 15 1 + 0 0 15 2 + 0 0 15 3 + 0 0 15 4 + 0 0 15 5 + 0 0 15 6 + 0 0 15 7 + 0 0 15 8 + 0 0 15 9 + 0 0 16 0 + 0 0 16 1 + 0 0 16 2 + 0 0 16 3 + 0 0 16 4 + 0 0 16 5 + 0 0 16 6 + 0 0 16 7 + 0 0 16 8 + 0 0 16 9 + 0 0 17 0 + 0 0 17 1 + 0 0 17 2 + 0 0 17 3 + 0 0 17 4 + 0 0 17 5 + 0 0 BEGIN HDD BORE 150+06 END HDD BORE 163+81 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 25+70 0+ APPROX. LIMITS OF THE CONSERVATION AREA 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 0 25 50 75 100 125 150 175 200 225 250 275 300 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 25+70 44.0' STA = 16+15 HDD POINT 7.4° RIG SIDE STA = 3+00 HDD POINT 8.7° PIPE SIDE ST R E A M CP #1 STA = 6+65 ELEVATION = 141.9' PC CP #3 STA = 11+38 ELEVATION = 128.1' PC CP #2 STA = 8+46 ELEVATION = 128.1' PT CP #4 STA = 12+93 ELEVATION = 138.1' PT RADIUS OF CURVATURE = 1200' CURVE LENGTH = 181.5' RADIUS OF CURVATURE = 1200' CURVE LENGTH = 154.3' TANGENT LENGTH = 369.0' TANGENT LENGTH = 292.2' TANGENT LENGTH = 325.4' BE G I N H D D S T A . 2 + 9 9 CR E E K S T A . 1 0 + 4 2 EN D H D D S T A . 1 6 + 7 4 PROP. 12" STEEL GAS LINE HDD PROFILE EX. GRADE APPROX. LIMITS OF THE CONSERVATION AREA APPROX. LIMITS OF THE CONSERVATION AREA II: Medium Dense to Very Dense, Silty SAND (SM) I: Very Loose to Medium Dense, Silty and Clayey SAND (SM & SC), Soft to Stiff, Sandy SILT (ML) and Firm to Stiff, Sandy Silty CLAY (CL & CH) III: PARTIALLY WEATHERED ROCK Sampled as Silty SAND IV: CORED ROCK: GRANITE V: CORED ROCK: CONGLOMERATE and GRANITE VI: CORED ROCK: BIOTITE GNEISS and GRANITE DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001039 D 42 OF 118LINE 142 PIPELINE CITY OF RALEIGH HDD-2CLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID STREAM S9 PROJECT NOTES 1. BORE LENGTH = 1,325.99 LF HORIZONTAL LENGTH = 1,315 LF 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI EA S O N D R CA R O L D R S H O T W E L L R D 1 6 9 + 0 0 1 7 0 + 0 0 1 7 1 + 0 0 1 7 2 + 0 0 1 7 3 + 0 0 1 7 4 + 0 0 1 7 5 + 0 0 17 6 + 0 0 17 7 + 0 0 17 8 + 0 0 17 9 + 0 0 18 0 + 0 0 18 1 + 0 0 18 2 + 0 0 18 3 + 0 0 18 4 + 0 0 18 5 + 0 0 18 6 + 0 0 18 7 + 0 0 18 8 + 0 0 18 9 + 0 0 1 9 0 + 0 0 1 9 1 + 0 0 1 9 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 1 9 5 + 0 0 1 9 6 + 0 0 1 9 7 + 0 142-JOHN-031_000 142-JOHN-032_000 142-JOHN-035_000 142-JOHN-038_000 142 JOHN 042_000 142-JOHN-044_000 142-JOH BEGIN HDD BORE 176+15 142-JOHN-036_000 142-JOHN-039_000 142-JOHN-040_000 NS L 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+0 0 B-07 B-08 B-08A 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 1+00 18 2 . 3 1 17 1 . 1 3 5 2+00 17 9 . 2 5 14 8 . 0 4 8 3+00 17 7 . 7 7 12 4 . 9 6 2 4+00 16 3 . 8 7 10 2 . 2 2 5 5+00 16 9 . 0 7 83 . 7 1 8 6+00 18 5 . 1 1 70 . 4 0 5 7+00 19 1 . 0 0 62 . 1 8 3 8+00 17 8 . 3 3 58 . 9 8 8 9+00 16 6 . 8 5 58 . 9 4 0 10+00 16 6 . 5 7 58 . 9 4 0 11+00 16 0 . 9 9 58 . 9 4 0 12+00 16 0 . 2 8 58 . 9 4 0 13+00 15 9 . 9 1 58 . 9 4 0 14+00 15 9 . 3 1 58 . 9 4 0 15+00 15 9 . 0 4 58 . 9 4 0 16+00 15 8 . 5 7 58 . 9 4 0 17+00 15 7 . 9 8 58 . 9 4 0 18+00 15 7 . 5 4 58 . 9 4 0 19+00 15 6 . 9 8 58 . 9 4 0 TANGENT LENGTH=330.9' RADIUS OF CURVATURE=2000' CURVE LENGTH=453.8' EXISTING GRADE 32' APPROX. EOP TANGENT LENGTH=1903.0' 1423.9' LONG 1600' RADIUS HORIZONTAL BEND 62 . 8 ' ST R E A M 10 2 ' ST R E A M HORIZONTAL PC STA = 11+99.12 ELEVATION = 58.94' PT STA = 8+13.84 ELEVATION = 58.94' PC STA = 3+63.94 ELEVATION = 110.20' STA = 0+41 HDD POINT 13° RIG SIDE 60' NCDOT ROW LIMITS 10 7 ' BE G I N H D D S T A . 0 + 4 1 CR E E K S T A . 4 + 1 8 CR E E K S T A . 9 + 3 8 RO W S T A . 9 + 8 9 EO P S T A . 1 0 + 0 5 UN K N O W N S T A . 1 0 + 3 3 EO P S T A . 1 0 + 3 7 TE L E V I S I O N S T A . 1 0 + 4 9 RO W S T A . 1 0 + 5 3 OH E S T A . 1 0 + 5 8 DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001040 D 43 OF 118LINE 142 PIPELINE SHOTWELL RD HDD 3CLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB WKGWKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID 17.7' FROM EDGE OF STREAM PROPOSED HDD ALIGNMENT PROJECT NOTES 1. BORE LENGTH = 3,291.53 LF HORIZONTAL LENGTH = 3,270.68 LF PROP. 12" STEEL GAS LINE HDD PROFILE STREAM S10 STREAM S11 HORIZ. RADIUS OF CURVATURE = 1600' CURVE LENGTH = 1423.9' BEGIN HORIZ. BEND 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI 191 + 0 0 192 + 0 0 19 3 + 0 0 19 4 + 0 0 19 5 + 0 0 19 6 + 0 0 19 7 + 0 0 19 8 + 0 0 19 9 + 0 0 20 0 + 0 0 2 0 1 + 0 0 2 0 2 + 0 0 2 0 3 + 0 0 2 0 4 + 0 0 2 0 5 + 0 0 2 0 6 + 0 0 2 0 7 + 0 0 2 0 8 + 0 0 2 0 9 + 0 0 2 1 0 + 0 0 2 1 1 + 0 0 2 1 2 + 0 0 2 1 3 + 0 0 2 1 4 + 0 0 2 1 5 + 0 0 2 1 6 + 0 2 1 7 2 PROPOSED 12" GAS LINE 50' P R O P O S E D PER M A N E N T 30' TEMP EASEMENTHDD 3 142-JOHN-038_000 142-JOHN-044_000 142-JOHN-045_000 142-JOHN-047_000 END HDD BORE 208+86 ACC E S S R O A D AR-0 0 6 142-JOHN-039_000 142-JOHN-040_000RYA N S L N DLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO DLO D LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 14 + 0 0 15+ 0 0 16+ 0 0 17+0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+63 B-08A B-08B 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 21+00 15 6 . 3 0 15 6 . 2 9 8 22+00 15 6 . 0 1 15 6 . 0 1 0 23+00 15 5 . 3 1 15 5 . 3 0 6 24+00 15 4 . 7 1 15 4 . 7 1 3 25+00 15 3 . 9 3 15 3 . 9 3 4 26+00 15 4 . 0 0 15 4 . 0 0 0 27+00 15 3 . 7 9 15 3 . 7 9 1 28+00 15 3 . 3 1 15 3 . 3 0 5 29+00 15 3 . 8 4 15 3 . 8 3 6 30+00 15 4 . 0 2 15 4 . 0 2 2 31+00 15 3 . 4 5 15 3 . 4 5 0 32+00 15 3 . 0 5 15 3 . 0 4 6 33+00 15 3 . 0 0 15 2 . 9 9 6 34+00 15 4 . 0 1 15 4 . 0 0 6 35+00 15 4 . 6 0 15 4 . 5 9 8 36+00 16 1 . 0 3 16 1 . 0 3 2 RADIUS OF CURVATURE=1300' CURVE LENGTH=260.9' TANGENT LENGTH=342.9' EXISTING GRADE TANGENT LENGTH=1903.0' 1423.9' LONG 1600' RADIUS HORIZONTAL BEND 95 . 1 ' ST R E A M 69 . 8 ' ST R E A M STA = 33+12 HDD POINT 10° PIPE SIDE HORIZONATAL PT STA = 26+23.00 ELEVATION = 58.94' PC STA = 27+16.79 ELEVATION = 58.94' PT STA = 29+75.97 ELEVATION = 85.04' 274.3' WETLAND (W4) LIMITS 97.8' W4 DEPTH CR E E K S T A . 2 9 + 6 1 CR E E K S T A . 2 4 + 9 2 RO W S T A . 2 5 + 5 1 OH E S T A . 2 5 + 7 3 OH E S T A . 2 5 + 9 1 OH E S T A . 2 6 + 1 0 RO W S T A . 2 6 + 3 3 SS S T A . 2 6 + 3 3 EN D H D D S T A . 3 3 + 6 2 II: Medium Dense to Very Dense, Silty SAND (SM) I: Very Loose to Medium Dense, Silty and Clayey SAND (SM & SC), Soft to Stiff, Sandy SILT (ML) and Firm to Stiff, Sandy Silty CLAY (CL & CH) III: PARTIALLY WEATHERED ROCK Sampled as Silty SAND IV: CORED ROCK: GRANITE V: CORED ROCK: CONGLOMERATE and GRANITE VI: CORED ROCK: BIOTITE GNEISS and GRANITE PROP. 12" STEEL GAS LINE HDD PROFILE DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001041 D 44 OF 118LINE 142 PIPELINE SHOTWELL RD HDD 3CLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID HORIZ. RADIUS OF CURVATURE = 1600' CURVE LENGTH = 1423.9' END HORIZ. BEND 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI PROJECT NOTES 1. BORE LENGTH = 3,291.53 LF HORIZONTAL LENGTH = 3,270.68 LF HORIZ. RADIUS OF CURVATURE = 1600' CURVE LENGTH = 1423.9' 29+300+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 27+00 28+00 29+0029+329+329+39+39+39+39+39+39+3999+399+3+39+99 39+9 300000000028+28+028+028+08+028+28+028+0+028+028+08+08+0228+0+008+08+0++8+088+080000000000000000000 29+029+029+029+09+029+29+0+0+029+029+029+0029+299+02902000+0929299900000002929292929292922229292929222222229292929292229292222222217117+0117+01777+0717+07+017+017+017+07+07+011717+0177+7+777117+7+077+117777+011711711+1 +111 00000000000000 18+018+018+0118+018+018+018+018+0+0+0++0+0+0000000+08+018+08+8+08+18+08+0000+000+018+08+18+00018+018+018+0888+018+0+0++0+018+018+08+08+0++008+0+0+08008+018+0+08++00000000000000000000000000000 19+019+019+019+01919+019+019+019+019+019+019+19+019+0919+19+0++19+099+019+0919+19+1111191 0111000000000000 20+020+020+20+020+020+020+020+020+020+020+020+020+020+00+20+00+20+020+000+020+0020+20+0+020+20+0+0+0020+022020+000020+0020+20++020+0++20+20+20+0+0+020+0+0++0+0220200220 000000000000000000000 21+021+0221+21+021+01+0+01+01+0+01+01+021+021+021+022121++021+021+1+01+021+00+21++++0+++212 00+22 0000000000000000000000000000 2+022+022+022+022+022+022+22+2+02+02+022+022+02+02+0+0+0+02+02+000000000000000 23+023+023+23+++03+023+03+023+3+23 0000000000000000000 224+024+024+0+24+04+0+4+04+02244+0224+0024+24224+44++444 00000000 25+025+025+025+025+0+025+025+025+025+055005550000000000 26+026+026+26266+026+0+0+06+00+0+00022026+2262 0000000000000 227+027+027+027+27+027+07+0+027+00027+027+027+00027+000+222 +222 000000000 2222222222222222220000000000000000++++00+000+0000+000+00+00++0+00+0+000+++000 10+00010+00+00000 111111+01+011+1+011+0+011+011+0111+011+011+011+011+011+01+11+0+1+00000000000000000 12+012+02+2+02+02+111 00000000 13+013+01313+1113+013+013+013+013+00+000+013+0111313+013+03+3+00013+013+03+013+03+13+00113+01303+03+03000000000000000000000000000000 14+014+014+014+014+04+04+04+04+0+04+0000014+014+014++004+00+014+044+0014+04+014014+04+04+04000000000000000000000000000000000000000000 15+015+015+05+15+015+15+015+0+015+015+0+01+015+0+0+0+0+0++015+0+00+0+01500000000000000000000000 11111616+1616+06+16+016+016+016+016+016+0161616+0116+16 016++0066600000000000000000000000+00+00+00+++000+000+0000+0000+00+000000+0+000+000+00+0++0000+0 1+001+001+001+001+00+0+00+01+00++00 2+02+02+002+002+002+002+0000002222202 3+003+003+003+003+003+0033++000 4+4+004+004+004+004+00 5+005+0055+005+00+00+0++00+00+00+0+00+0+00+005+005+0005+00+00000+000+0+0+05+00++0+05+00+00+00+0+005+00+00+00+000000005+00+++000000+000000++005555550000000050 6+6+6+6+006+006+00+00+0006+6++006+06+6+6 0+00+000 7+007+0077+07+000+00+00+00007+007+007+000007000000000000000 8+08+0888+08+008008+008+00+8+008+08+08+000008+00800+00008++08+08+08++00++0+0000008+0+0000000800088 9+9+9+9999+99999999+9+99999++++++ NE U S E R I V E R 288 + 0 0 289 + 0 0 290 + 0 0 29 1 + 0 0 29 2 + 0 0 29 3 + 0 0 29 4 + 0 0 29 5 + 0 0 29 6 + 0 0 29 7 + 0 0 29 8 + 0 0 29 9 + 0 0 30 0 + 0 0 30 1 + 0 0 30 2 + 0 0 30 3 + 0 0 30 4 + 0 0 30 5 + 0 0 30 6 + 0 0 30 7 + 0 0 30 8 + 0 0 30 9 + 0 0 31 0 + 0 0 31 1 + 0 0 31 2 + 0 0 31 3 + 0 0 31 4 + 0 0 31 5 + 0 0 31 6 + 0 0 31 7 + 0 0 31 8 + 0 0 31 9 + 0 0 3 2 0 + 0 0 0 142-JOHN-053_000 142-JOHN-054_000 BEGIN HDD BORE 291+87 END HDD BORE 313+84 B-11 B-12B-09 B-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 0 25 50 75 100 125 150 175 200 225 250 275 300 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 27+00 28+00 29+00 30+00 67.1' NEUSE RIVER 164.2' RADIUS OF CURVATURE = 1400' CURVE LENGTH =366.52' RADIUS OF CURVATURE = 1200' CURVE LENGTH =271.37' TANGENT LENGTH = 267.6' TANGENT LENGTH = 591.3' TANGENT LENGTH = 737.9' STA = 23+75 HDD POINT 13° PIPE SIDE STA = 1+75 HDD POINT 15° RIG SIDE CP #1 STA = 4+34 ELEV. = 113.7 PC CP #2 STA = 7+96 ELEVATION = 66.0' PT CP #4 STA = 16+56 ELEVATION = 96.6' PT CP #3 STA = 13+87 ELEV. = 66.0 PC BE G I N H D D S T A . 1 + 7 7 RI V E R B A N K S T A . 9 + 3 7 RI V E R B A N K S T A . 1 0 + 7 7 CR E E K S T A . 1 3 + 3 8 EN D H D D S T A . 2 4 + 5 2 EO P S T A . 1 2 + 1 4 EO P S T A . 1 2 + 2 3 EX. GRADE PROP. 12" STEEL GAS LINE HDD PROFILE IV: CORED ROCK: SCHIST VI: CORED ROCK: GRANITE I: Very Soft to Firm, Sandy Silty CLAY (CH & CL) II: Loose to Dense, Clayey and Silty SAND (SC & SM)and Stiff to Hard, Sandy SILT (ML)V: CORED ROCK: BIOTITE GNEISS, SCHIST, and AMPHIBOLITEIII: PARTIALLY WEATHERED ROCK- Sampled asSandy SILT and Silty SAND DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001042 D 45 OF 118LINE 142 PIPELINE NEUSE RIVER HDD-4CLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROJECT NOTES 1. BORE LENGTH = 2,234.69 LF HORIZONTAL LENGTH = 2,200 LF STREAM S17 NEUSE RIVER TRAIL 09/17/2021 WKG STEAM 17 CROSSING NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI NEUSE RIVER TRAIL 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 39 + 0 0 UT UT UT UT UT UT UT UT END HDD BORE 32+90 OS F LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LOD LO D LO D LOD LO D LODLOD LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLODLOD LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LODLOD LO D LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO 0+00 1+00 2+00 2+50 260 280 300 320 340 360 380 400 420 260 275 300 325 350 375 400 425 0+00 1+00 2+00 2+50 EO P EO P EX . T E L E P H O N E EL = 3 5 6 . 5 9 ' EX . U N K N O W N L I N E E. G A R N E R RO A D EX . N C D O T R O W EX . N C D O T R O W THEORETICAL 1:1 EMBANKMENT LINE BORE PIT 40'X12'RECEIVING PIT 22'X12' EXISTING GRADE 7.0' FR O N T O F P I T ST A = 0 + 8 4 FR O N T O F P I T ST A = 1 + 5 9 PROPOSED 12" STEEL PIPELINE BORE PATH 40.0'22.0' 7.2'8.1' 7.5'6.6' EX . T E L E V I S I O N RO W S T A . 0 + 8 9 EO P S T A . 1 + 1 5 EO P S T A . 1 + 3 6 TE L E P H O N E S T A . 1 + 1 3 UN K N O W N S T A . 1 + 3 8 OH E S T A . 1 + 5 6 RO W S T A . 1 + 5 4 TE L E V I S I O N S T A . 1 + 4 6 TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT EASEMENT 12'x40' LAUNCHING PIT 12'x22' RECEIVING PIT DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001043 D 46 OF 118LINE 142 PIPELINE E GARNER ROAD BORECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROJECT NOTES 1. BORE LENGTH = 83 LF 7 FT BELOW C/L ROAD 5 FT BELOW ROAD DITCH EXIST 50' PNG EASEMENT 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI D 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 50 + 0 0 51 + 0 0 52+00 142-WAKE-015_000 LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D OD LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO DLODLODLODLODLODLOD LO D LO D LOD LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO 0+00 1+00 1+85 275 280 300 320 340 360 380 400 275 300 325 350 375 400 0+00 1+00 2+00 2+50 EO P EO P EX . N C D O T R O W EX . U N K N O W N L I N E EX . T E L E P H O N E EL = 3 4 6 . 7 0 ' EX . T E L E V I S I O N EX . U N K N O W N L I N E EX . U N K N O W N L I N E BA L L O T R O A D EX . N C D O T R O W EXISTING GRADE 6.1' PROPOSED 12" STEEL PIPELINE BORE PATH BORE PIT 40'X12'RECEIVING PIT 22'X12' FR O N T O F P I T ST A = 0 + 5 0 FR O N T O F P I T ST A = 1 + 6 0 40.0' 7.5'7.3' 22.0' 10.2'10.1' THEORETICAL 1:1 EMBANKMENT LINE RO W S T A . 0 + 9 5 UN K N O W N S T A . 1 + 0 4 TE L E P H O N E S T A . 1 + 0 8 TE L E V I S I O N S T A . 1 + 0 6 EO P S T A . 1 + 1 3 UN K N O W N S T A . 1 + 1 4 UN K N O W N S T A . 1 + 2 1 EO P S T A . 1 + 3 4 RO W S T A . 1 + 5 5 TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT EASEMENT 12'x40' LAUNCHING PIT 12'x22' RECEIVING PIT DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001044 D 47 OF 118LINE 142 PIPELINE BALLOT ROAD BORECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROJECT NOTES 1. BORE LENGTH = 78 LF 6.1 FT BELOW C/L ROAD 5 FT BELOW ROAD DITCH 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI 352 + 0 0 35 3 + 0 0 35 4 + 0 0 35 5 + 0 0 35 6 + 0 0 35 7 + 0 0 35 8 + 0 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D LOD L O D LOD LOD LO D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD L O D L O D L O D LOD LOD L O D LOD L O D LODLODLODLODLODLODLODLODLODLODL O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D 0+00 1+00 2+00 2+50 100 120 140 160 180 200 220 240 100 125 150 175 200 225 0+00 1+00 2+00 2+50 EX . N C D O T R O W EX . N C D O T R O W EO P EO P PR I T C H A R D R O A D EXISTING GRADE FR O N T O F P I T ST A = 0 + 3 8 FR O N T O F P I T ST A = 1 + 4 0 PROPOSED 12" STEEL PIPELINE BORE PATH BORE PIT 40'X12' RECEIVING PIT 22'X12' 22.0'40.0' 11.4'11.8' THEORETICAL 1:1 EMBANKMENT LINE 4.2'7.0' 8.1' RO W S T A . 0 + 5 8 EO P S T A . 0 + 7 7 EO P S T A . 1 + 0 0 RO W S T A . 1 + 1 9 LODD TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT EASEMENT 12'x40' LAUNCHING PIT 12'x22' RECEIVING PIT USSE SITE FOR FUTURE STATION DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001045 D 48 OF 118LINE 142 PIPELINE PRITCHARD ROAD BORECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROJECT NOTES 1. BORE LENGTH = 110 LF 8.1 FT BELOW C/L ROAD 4 FT BELOW WEST BANK 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI 39 5 + 0 0 39 6 + 0 0 39 7 + 0 0 39 8 + 0 0 39 9 + 0 0 40 0 + 0 0 40 1 + 0 0 40 2 + 0 0 40 3 + 0 0 4 0 4 + 0 0 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLOD LO D LODLODLOD LO D LO DLODLODLOD LO D LO D LODLOD LO D LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO DLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 0+00 1+00 2+00 2+50 100 120 140 160 180 200 220 240 100 125 150 175 200 225 0+00 1+00 2+00 2+50 EX . N C D O T R O W EX . T E L E P H O N E EL = 1 8 4 . 3 4 ' EX . N C D O T R O W EO P EO P EXISTING GRADE RECEIVING PIT 22'X12'BORE PIT 40'X12' 40.0'22.0' PROPOSED 12" STEEL PIPELINE BORE PATH 9.4'9.6' 6.3' 7.8' FR O N T O F P I T ST A = 0 + 9 0 FR O N T O F P I T ST A = 1 + 6 0 THEORETICAL 1:1 EMBANKMENT LINE ME D L I N R O A D 7.3' RO W S T A . 0 + 9 5 TE L E P H O N E S T A . 1 + 1 2 EO P S T A . 1 + 1 6 EO P S T A . 1 + 3 5 RO W S T A . 1 + 5 5 TEMPORARY CONSTRUCTION EASEMENT (TYP.) PERMANENT EASEMENT 12'x40' LAUNCHING PIT 12'x22' RECEIVING PITUSSE SITE FOR FUTURE STATION DISCIPLINE / RESOURCE CENTER / LINE NUMBER DESCRIPTIONNO. REVISION(S) DESCRIPTION BY CHK APPDDATE DRAWING BY INITIALSDATE REGIONAL ENGINEER INITIALSDATE MGR TECH REC & STD INITIALSDATE PRINCIPAL ENGINEER ACCOUNT NUMBER PROJECT NUMBER DRAWING NUMBER APPROVALS REVISION AREA CODE STATION ID COPYRIGHT 2018 PNG __ -C-142-0001046 D 49 OF 118LINE 142 PIPELINE MEDLIN ROAD BORECLAYTON, NORTH CAROLINA JB TFG WKG JB TFG WKG JB TFG WKG SLO TFG WKG 1853 10700 0232195 SLO A 10/06/2020 30% SUBMISSION B 01/19/2021 60% SUBMISSION C 06/28/2021 90% SUBMISSION D 09/17/2021 ISSUE FOR BID PROJECT NOTES 1. BORE LENGTH = 78 LF 7.3 FT BELOW C/L ROAD 5 FT BELOW ROAD DITCH LOCATION OF PROPOSED MAINLINE VALVE MLV-2 09/17/2021 WKG NO R T H C A ROLI N A PR O F E S S IO N A LSEAL 023464 E NGI N E E R W I L L IAMKEI T H G U A LTIERI