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HomeMy WebLinkAbout20181737 Ver 2_20190304_Line 448-COEE&SPermits_Optimized_20190730448-SAMP-001 001 & 448-SAMP-001 002 448-SAMP-003 000 Q OWNERSHIP o PROPOSED LAUNCHER SITEr- JOY ELAINE LEE MILLIGAN & ANGELA KAY LEE BAREFOOT v m DENISE HALL DELANO o o LL Q o o 77' r- 0 + N 1157' + 00 1566' N LL 0 ACREAGE c� EASEMENTS 50' 25' REF. DWG. NO. PNG-M-448-0001056 0 0 Of o z = g Y Of Z N W Z = g c� - LO m � U Of F-- '� N U (n CY W Q W Q CY J N � 2i O O W W J z z O_ Z N w- w N w - OO O d cy - N - i Z 0 Z Z o o O W Z O Z W L� N O CY N CO W Lf) W O Z g Z g J 0 O O z O H J CY O af J O M O Z W Q CD Q M W '� J W W J J ~ 00 g U J W g J 2r W W U O O W WO Z H Q a-O O O d 0 O J U Y Y U W Z U O W L[) J Z Z J N Q a Z_ Z O O Z U O U O Z Z W Z W Z Z W LC) Z Lf) M LJOf n J Q U� N O pf p M p (Y W Q O O O Q CY W M J W C, N tD N U_ J � W Of N J W co co O O 2 L.� m m W ~ W C!) Z W U O U W (1 O W O W Z W 0 O W W O O O U �Uj W Ln O U LLJ O J 0 ~ W U = U W J ~ Q Y 2i O � W W Z — J Z Z Z Of _ _ X � X X � W O W — W O X _ — O O J p O D p J O Q O J 2 2 W d W (n W W W W C� a- C� W U (n cl d m Cl L� (1 L� CL CL W U Cl Cl Of (n W C� W U Ln of O Cl Cl U Ln W Ln Ln W O CO N r, t Cfl - `f tD CA N O O N N CO Ln r, M r' O M CO M M M w CO r- M 00 O 00 N M O Li) r- O C4 14-r- c0 r- r- 00 00 M 00 O co co N OO o 00 ) O LC) LC) LC) r- r- .4-r- r- 00 O O N N M M M O Lf) Lf) 00 00 O) N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O O N o- LO LD LD 00 O O 00 O O O O O O M M M M M M 't 't 't 't � � � Ln r- 00 00 00 00 00 N N N /Cn I \ — — 448 SAMP 001_003 CONSTRUCTION WETLAND PEM / BROOKIE LYN BAREFOOT & ANGELA KAY LEE BAREFOOT I I I I ENTRANCE W01 — TEMP 0.411 ac. 175, 60' —� \ 0448-SAMP-001_001 04 '0WATTLE � & TYP. 102' 488L SAMP EE MILLIGAN90' 0 / ) JOY ELAINE LEE MILIG \ II 200' & ANGELA KAY LEE STA. 3+47 D 13' BAREFOOT M P �� �' I 00 J / 10° ,- - �,/ 10+00 11+00 / �`/ p 9+00 .x'12+0013+00:::�� — �— c N - ----------------- - - x� f .x -�- 14+00=-� PROPOSED 40' EXISTING PNG PIPELINE-/�k.P 00 $k00 --- ___----_._._15+00,_�-1 S+Ot — — TEMPORARY WORKSPACE 00 ��� . - ----; - - — _ 17 / 0 \�V� � " �/ k00 � � ----------- � � _ _ — — _ � ' +0 18+00 19+00 � `PROP�� `r %— 20 f 00\ 21 f 00 SED 25 PE �� N P� / ,� RMANENT �� Q�O O S� 22+00—"' _� EASEMENT — — — — 23+00 _00 2L �� x0 6 00 �� �� 4+00 _ 200 — / 25+00 26+00 Q� ��� / i / --- i �n — — _ 27+00 28+00 C �, W01A PERM 0.287 ac. z g \ p / \ STREAM CROSSING — EXIST. 30' — Q O 64' / / SILT FENCE (TYP.) / PNG PERMANENT EASEMENT �x � J W01A -TEMP 0.032 ac. S1 -TEMP 35 ft. WETLAND PFO � 200' � � PROPOSED 12 LINE 448 v � Q EXISTING 3" LINE 37 PQ448-SAMP 003_000 EXISTING 4" LINE 237 Y STA. 5+30 D Q�- 448-SAMP-001 _001 & DENISE HALL DELANO 488 SAMP 001 _002low off, 90' STA. 0+52 D JOY ELAINE LEE MILLIGAN ��j� & ANGELA KAY LEE -��� 0 0 9- V BAREFOOT / 448-SAMP-002_000�� / ��, o JENNY ROSE WADE TART ��� �� V \ ;� 2 PROPOSED LAUNCHER SITE �� - / U x Q)01 WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE zp o v LN T1 r- T3 Co 0 oN N o Ln v m LD JOINT o 0 m v Lr 0 o aN+o o < o LENGTHLU LU .. �. LU O 60' 287' 99' 574' 1002' 778' a FAB OA OB OA OB OA ai. aL. C.P. LEGEND C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF PIPE LEGEND T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC d d �n �n DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVEGROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O o N 280' 8 280' 0 r II _ U 260' 260' U 240' a 240' N z_ SEE O 0-1 HDD DWG. PNG-V-448-0001046 1 220' Z 220' 200' o Ld x N W N o 200' J 0 = o 0 4' MIN. o LLIz N Lp Lp EXISTING GRADE 0 N J O p 180' + o p + Ln n 180' ILL �' a -.. 0 160' II 160' 140' 140' 120' U) 120' J 100' PROPOSED 12" LINE 448 1 1 100' f 80' 80' a 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 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 PNG-X-448-0001002-2019-SHT-1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 1 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 P I P E L I N E A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont I� DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER V ENERGY, Natural Gas E&S ALIGNMENT SHEET 0+00 — 28+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG —X-448-0001001 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-003 000448-SAMP-004 000 449-SAMP-005 000 448-SAMP-006 001 Q OWNERSHIP o 0 DENISE HALL DELANO � 0 WILLIAM WINDLEY POPE &PEGGY K. POPE Ln o m VIRGINIA J. BEASLEY, rn TRUSTEE OF THE VIRGINIA BEASLEY FAMILY TRUST rn m o RUSSELL E. CAVENAUGH o o LL O w 187' N 1427' � 15'v 369' 1- 104 � 697' LO '� O ACREAGE c� o' EASEMENTS 25' REF. DWG. NO. w W W ZU U J W p U Q O Z J p W p p W J W W W W W W J_ CO J_ ~ W � W W Q J Q J_ W J J Z Z 0 Z Z p N W J Z Z p O Z Z Q p Z Z (n cn Z J J W J L' -J Z_ (dam 2 (dam (/) Z_ J J co O Z O LLJ Z L0 Z w �' � Cj Cj (n � W J L J 2 Q } Q Z = � O N Z = O W J Q Q CD W O] - O] W W O O O Q Q Q O] O] W N O H Ui U W W O_ — w F W W W O_ O_ O_ O_ p 3:3 3:O O O O O Q d in d — W W p 0- O U V) U d in d Q O U Q Of -i Z O✓ X a V) w 0- w Z X Z Z w w w w X 0_ 0_ O Erf O Of O O O O w 0- 0- 0_ U 0_ 0- U 0- O (z)j Of in in O O O Of 0- w (z)j w (z)j Of 0- a Q O t0 Ln L0 r- t0 O I- O N N 00 C0 Ln 00 00 � 00 L0 CO 1- L0 O N r- 0) O 00 00 O M (0 O O L0 L0 CO r- 00 0) O O)(0 M Ln CO W M O O M CO L0 't r, O 00 0) rl- O O + + + + + + + 00 00 0) 0) 0) 0) O + + + + M M L0 L0 + + + + + + + + + + + + + N Ln Ln (0 r, r' r' r, r, r, r, + + + + + + + + + r, 00 00 00 00 00 00 00 0) + + M L0 + O N N N N N N M M M M M L0 L0 L0 TEMPORARY / � / / / / fi- ACCESS ROAD 102' / / V�'� _ "` .a-► N / 448-SAMP-004_000 / / 1 -`- 448-SAMP 006_001 b o II o ��71' WILLIAM WINDLEY 00 �o / POPE & PEGGY K. POPE / / A �-� A� RUSSELL E. CAVENAUGH Z ado / WETLAND PFO P � / 0 � / / / / / A CONSTRUCTION ENTRANCE (TYP.) - — 1.0 o 6° PROPOSED 40' TEMPOWORKSPACE s PROPOSED 25' PERMANENT EASEMENT 28+00 _ _+00- —35+00 -36+00' 37+00-1— —38+00 -39+00- 40+00— —41 +00 -42+00- 43+00�—44- 00 45+00 46+00 47+00 31 +00 32+00 33+00 34 48+00 49+00 � �OX00 c 29+00 30+00 _ ___ 50+00 51 +00 A 5500 a — 9 — — —� —� —/ EXIST. 30' PNG PERMANENT EASEMENT / 7EXISTING i T — l-� ��oo � / 52+00 53+00 X00 5� 25' / Z' 3" LINE 37 TLE (TYP.) _ — Z �� /� 0 f cp PROPOSED 12" LINE 448 \ / 1 � 88 STA. 53+94 © o WETLAND PFO \ EXISTING 4" LINE 237 WETLAND PFO/ 298' �448-SAMP-003000 oo cn cp - SAMP 005000DENISE �\ \ 89 HALL DELANO INIA J. BEASLEY, TRUSTEE OF THE VIRGINIA BEASLEY FAMILY TRUST19Z SILT FENCE (TYP.) o z­�` ��� z 'c\ / WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE ®- TEMPORARY BRIDGE WATTLE TEMPORARY IMPACT 0 0 C z C � o 1- o+ + 0) om o z LD JOINT co co + + v vco + co LCOO o < LE NGTH o �LU .. .. O 74' 1765' 101' 143' 717' 0- O O O O O ai. ai. C.P. LEGEND 3 3 LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE C.P. LEGENDPIPE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O N p r 280' 280' II 260' 260' e p Q O 240' 240' N 220' HDD 2W a = 220' w tSEE DWG. PNG-V-448-0001047 Z J N 200' x w EXISTING GRADE N cow °) rn w poo Low 200' a = o 0 N +o C14 Lo 0 0 0 _ 0 0- C 4' MIN. o J ' 0- Lir) J 180LU ¢ ¢ 180' � 0 a a 0 N 160' 160' II • 140' 140' PROPOSED 12" LINE 448 U 120' 120' N ;5 100' 100' f 80' 80' a 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001001-2019-SHT 1 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 PNG-X-448-0001003-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 2 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 28+00 - 56+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001002 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER OWNERSHIP LL 0 LL 0 ACREAGE c� o' EASEMENTS REF. DWG. NO. z W J W J J W z OJJ N O CD J O O U -)J J MCD O Q Z bi I- N Z O Z O Z Z Z O � bi Z ZN Z Q J U W ;0J W W d W V) U_ Q LU Q W ^ m M W Q W J J W W W J U I­_(/� (n Q o of W - O ~ d W W 2 (n Of — — — 2 d (n W d d (n W W U — Q W O O M m Ln Cn M Il- Ln M M N M 00 00 O Ln Il- O N O (D M 00 M Ln Ln r- O M O CO ID (D 00 N M M M M Ln Il- 00 N N N 00 .0- u') Ln Cfl t0 CO 00 00 00 OO 00 Al — SILT FENCE (TYP.) CD CD_�� CD CO _ 1z d CF) C4,4 o % — W o / WATTLE (TYP.) / / 448-SAMP-007_000 i GLADYS MCMULLEN BASS 0 00 o II ? Co — _ — 449-SAMP-006_002 H. NRRIS TEMPORARY BRIDGE(TYP.) 4-S_ 49AMP006003 00MATTHEW �� U x RUBY HALL JOHNSON 159 �o d. o I- C7 / 150 / 6 / / 0, A/K/A RUBY JEWELL JOHNSON \ �, \ 00 STA. 83+37 C 2 d Q (D PROPOSED 40 TEMPORARY WORKSPACE L7 �T/�02 73+00 15• t ,! o z 0 i������ P 25 _ 57+00 -�� �i� ,_PERMANENT EASE 58+00 59+00 60 00 '-�' �,MENT+p0 61 724-00 X75+ i 00 00 �1+ } �� MENT - f -i— %6+ T �RMANEN� S� 70 00_ PE � 056+00ED 17 8 3+ 82-1-00 84 +00 z Q a +00 i 62+00 63+00 . 1 0 � � EMEN — 5 _ _ . 2� 0 0 pSED . g1 + 64+00 — / 65+00 _66+00 67+00 EXIST. 30' PING PERMANENT EASEMENT �, 77/ 69+ o PERMANENT 68 60 0 PROPOSED EXIST. 30' PNG PERMANENT ❑ ��+00 �P g p0 a� �` 78 11 +00 7g+0 \ � � —�� — 448-SAMP-006_001 EXISTING 3" LINE 37 EASEMENT W _ F 12* RUSSELL E. CAVENAUGH EXISTING 4" LINE 237 PROPOSED 12" LINE 448 i I " it C�) co oo co �q 'p �. ►" 4 . WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE C z o o 0 + o z o JOINT00 00 o < LE NGTH o LU �(f) w .. .. LU a � a 2800' a J in �t �t PIPE LEGEND C.P. LEGEND A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF d d �n �n THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVEGROUND. O O N 280' 8 r 280' II 260' 260' 240' a 240' N Q 220' 220' ti EXISTING GRADE O N 200' J Q at OLULU = 200' o o LO 0 0 W J N O p 180' i 180' p a 4' MIN. a N 160' 160' II PROPOSED 12" LINE 448 140' 140' 120' N 120' ;5 100' 100' 80' 80' 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001002-2019-SHT 1 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 PNG-X-448-0001004-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 3 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER � *'ENERGY, Natural Gas E&S ALIGNMENT SHEET 56+00 - 84+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001003 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-007 000 448-SAMP-008 000448-SAMP-009 000 Q OWNERSHIP O GLADYS MCMULLEN BASS rn FLORA G. HUTAFF, ET AL 00 JULIA TATUM GILBERT BAUGHMAN & ELIZABETH CHRISTINE GILBERT TARKINGTON o LL O o + co m + 369' rn m + 798' rn + T 1632' w O ACREAGE c� o' o' EASEMENTS 25' REF. DWG. NO. U U Q ofLLIQ W Y O w w U J Q Of Z Z W Q m J O O W J J J J U U U p p CD z LLJJ LLJ > Q > z 0_ ��� � Z Q O Q Z g p Z o g z OW Z J O J O J O Z Z Z Z Z O Q U M Y M U � Y Y Z Z_ 2r a- Z Z_ Z N Z Z Z Z\ Z Q Z W W( W O O Z QQ Z Z\ W w WLLJ LLJ CD U U J J J J LLj J J H U) J Of W �7 Q O W O W �l Q Q O > O w O_ w w 2 = 0_ W �' 0] W W M M O_ 0_ 0-U H U) W Y Y p O_ W O_ W W W W W W U p Q to O U Q U U U to O O Q O C� U C� O w N w O J w O J Z Z X X 0_ — Z Q Q Z O O p O p O O O O O � p p � O Of C� W W (� W 0_ 0_ (n C; 0_ a- W C� W O_ (n U W C� W W W U (n O_ U (n W (n CO t0 I� N O) CO CO 00 Cn Cn 00 N N r- N 00 O N On M d1 00 On O O 00 I� M (0 00 N M M .4- U')(0 r- � O _ _ C) 00 0) L0 't 't L0 L0 QD O M t0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N N N N M M M M M N � (0 (0 co r' r' r' r' r' rl- r- r- r- r- r- r- LO LO LO U') O O O O O O O O O O O 00 00 00 00 00 M M M M 00 00 00 00 00 00 00 0) 0) 0) 0) — — — — — — — — — — — — 448-SAMP-007_000 3 \ \ GLADYS MCMULLEN BASS _ z STREAM CROSSING \ \ \ o STREAM CROSSING z W D04 - 448 DITCH 04 �' \ g8� C4 c o M pv,9g D03 - 448 DITCH 03 Q 'a_ I q A z� Q — —186'— 448-SAMP-009_000 \ II i A A \ JUIIIILBEBAGHMAN& , BRIDGE (TYP - TEMPORARY .)200' ELIZABETH STN \ 2.0 i CHRISTINE 219' W05 TEMP 0.037 ac.TARKINGTON \ o — 150' _ 150' 150' CONSTRUCTION F F AB6 ' ENTRANCE (TYP.) o �� o o! Ln / PROPOSED 40 TEMPORARY WORKSPACE LO oI O �Z �! /\\� 4 \ \ POSED 25' PERMANENT EASEMENT 100 \ PRO3+0 XI at 84+00 85+00 86+00 87+00. 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 - =_ 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 ��2+00 — —N — Q /� / EXIST. 30' PNG PERMANENT EASEMENT/ SILT FENCE (TYP.) WATTLE TYP. EXISTING 3" LINE 37 (TYP.) W05 -TEMP 0.037 ac. 184'- _ C) \ PROPOSED 12" LINE 448 EXISTING 4" LINE 237 PROPOSED 12" LINE 448 foo WETLAND PFO N J o \ / W05 - PERM 0.059 ac. \ W o .• ' LU o Z 00 D co / 448-SAMP-008_000 ] FLORA G. HUTAFF, ET AL STREAM CROSSING ° r _j 8z S3 - TEMP 55 ft. \ �� 449-SAMP-006_003 a ;. RUBY JEWELL JOHNSON 8 - WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE 0) rn 00 ,n + r of z O o ao 0 o T3 _+ z o JOINT + + + o < LE NGTH o LU a LU .. .. LU a a 271' 107' 2422' a o O O O PIPE LEGEND C.P. LEGEND C.P. LEGEND A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF d d �n �n THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVE GROUND. O O N 280' 8 r 280' 260' 260' ell w0 J o _j 240' 240' O � o N Q 220' w za 220' _j co co wN w CD 00 W 0) � N W N 0 � w EXISTING GRADE r w N 0 200' o + _+ (n + + Q_+ z � o (n + o0 200' = 't 00 00 00 00 (� 00 00 (� 00 C31 O 0 c� N w J O Q p 180' N 180' J w a 4' MIN. 0- 160' 160' II PROPOSED 12" LINE 448 140' 140' 120' N 120' c� 100' ft 100' 80' 80' 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001003-2019-SHT 1 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 PNG-X-448-0001005-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 4 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/21/2018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 84+00 - 112+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH:' DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001004 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-009 000 448-SAMP 00<448 -sAMP -010_002 448-SAMP-010_003 448-SAMP-011_000 448-SAMP-012_001 Q OWNERSHIP o 0 JULIA TATUM GILBERT BAUGHMAN o 0) WILLIAM FRANKLIN SMITH cn m o PLEASANT GROVE N PROPOSED m GASPER ROAD m m WILLIAM FRANKLIN SMITH o m SCOTT D. BYRD &CHARLOTTE W. BYRD o CHARLES BRADLEY POPE 0 0 + N & ELIZABETH CHRISTINE GILBERT TARKINGTON + cn + rn + rn + CHURCH o + RS SITE + v + 00 & DONALD N. POPE + o LL O 308' 451'5' 60' 109' 330' 1340' �2 197' 1� w C? ACREAGE c� X EASEMENTS 25' REF. DWG. N0. PNG-M-448-0001003 W W U U Z Z ZU W W U W J J Cn W Of Z Z LZ CD W O_ O_ CL i J Go W 00 J CY CY M W W O� J Of = J 00 00 J Q J> = J MO � W W z OZ M Z F Z Z CL N O CL O Z_ Z W J J I� N Ln p J J W 00 ^ (n w O "f , (2 0 W 0 J W W J W W Ln M J Z_ Q CC) Q W W W �i Z Z O I- W M U O _ r Y O Of Z Y Z Y W U Y QM Y U W Z Z Z Cl N Z I- r Z J W D_ W O W Z O Z W J O Z Z W J Q j �s Q J W Z W m W Of W W O Of W (n w U O m U m CY 0- J W < W J of J cl,W 3: W Q H 2 W W W Cb CL' W 2 �j J Y Cl Cl W 7 7 W O W 7 Q 7 Y W Y D W �'-� (1 (1 CL Cl Cl U H C!) N � O O O � � O , O � � � C 7 Q� � U J U O [1 U [1 Q 1= O O O M V) CL O � O Q X O - [Y > > Q Cr O Cr 0 > > O O > > O in O O O O Z O X 0_ 0_ 0_ O O 0_ 0_ Q C_11 W V) CL U 0- Ll U U U M M I- M M U U W Of M U C3-1 U Of W I__ Of I__ CY W M W U M (n U 1-- C3-1 1-- U N 0- O OI- 00 I- N U -)O O W 00 M M M M CO M O M O CO O M 00 w M J-) M N 'I -O N W M M O O M DD O O 00 CC) O N M .0 -LO LOCC) C0 CC) I" I" I" w w w O O O O N N M 't CD N � .0-M LO LO CC) O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N M � LO CC) I" 00 0) 0) 0) 0) 0) 0) 0) C)) C)) C)) C)) Cfl O O O O O O O O O O � � 1" 1" 1" O 1" 1" 1" 00 O N N N N N N N N N N N N N N N M � / v 448-SAMP-009_000 / V A v 0 0 0 o v + o JULIA TATUM GILBERT\ / \ o + o SAMP010_002 / o BAUGHMAN & ELIZABETH 448 o o a o - - � ^ \ \ •� � 448-SAMP-012_001 o o CHRISTINE GILBERT TARKINGTON PLEASANT GROVE / \ 6 o o CHARLES BRADLEY LU 00 W o CHURCH g4 \ POPE & DONALD N. Z II z c6STREAM CROSSING V POPE x J S4 - TEMP 51 ft. C7 WETLAND PFO \ CONSTRUCTION / / 448-SAMP-011 _000 � Q Z SCOTT D. W06A - TEMP 0.088 ac.- � ENTRANCE (TYP.) O SILT FENCE (TYP.) CHARLOTTE W RBYRD I n. \ STREAM CROSSING J, PROPOSED RS SITE o I D07 - 448 DITCH 07\ 186' \ WATTLE (TYP.) TEMPORARY BRIDGE (TYP.) WORKSPACE \ at O CHURCH ��� 193 \ PROPOSED 40' TEMPORARY — H �� � 1 - o 140+00 1 __ / 2+ ���_ 139+00 \ 0 p� vQQ 138+0 z O •�3+ / / Tpp Q \ PROPOSED 25' PERMANENT�EASEMENT 136+00 137+00 �I \ 114 Q i \ 133+00 X134+00� 135+00 J o 132+00— �� 82 1 15+pp' ` \ \ 131 +00 128+00 129+00 130+00 116 / 00 126+00 127+00 84 +p 117+ 122+00 123+00 125+ EXIST. 30' PING PERMANENT EASEMENT \ p 124+00 / — — — __71 — — \ pp 1 1 � 1 19+00 120+00 121 +00 \ z g+ 00 — — — W06A - PERM 0.059 ac. 15° / — �� EXISTING 3" LINE 37 o �2 \ 96_ / W06 - TEMP 0.071 ac.\ — EXISTING 4" LINE 237 PROPOSED 12" LINE 448 \ \ \ / 213' Go 448-SAMP-010_001 1 ,p T WILLIAM FRANKLIN SMITH STREAM CROSSING / STREAM CROSSING 448-SAMP-010_003 \ / '.\Z D05 - 448 DITCH 05 1 / D06 - 448 DITCH 06 WILLIAM FRANKLIN SMITH - WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE 0 v N_ + N � O z 0 175' 00 N v o 0+ 8 WTS 25' C/C T3 °+° 0 0 z LD JOINT rn o 0 0 o Q o LENGTH LULUw .. O 741' 107' 34' 22' 1896' a ai. al. C.P. LEGEND C.P. LEGEND PIPE LEGEND T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST d d �n �n DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVEGROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 280' 280' r II 260' 260' a 240'0 240' V1 J Q 220 w of w z o z J W J 220 a EXISTING O rn a_ 00 GRADE N 0 + w+ Q + w + H at O 200' o Cl 0 � 0 N o0 200' N� _ Wej N o W O p o 180' C/) 180' 0 4' MIN. II 160' PROPOSED 12" LINE 448-1160' 140' 140' 120' 120' U) ;5 100' 100' ft 80' 80' 0 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001004-2019-SHT 1 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 PNG-X-448-0001006-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 5 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 112+00 - 140+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG —X-448-0001005 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-012 001 448-SAMP-013 000 448-SAMP-014 000 448-SAMP-015 001 448-SAMP-015 002448-SAMP-015 003 448-SAMP-015 002 Q OWNERSHIP o o N CHARLES BRADLEY POPE &DONALD N. POPE o ROBERT D. JACKSON v & THOMAS M. JACKSON c0 JOYCE M. HUDSON m N ROBERT D. JACKSON &THOMAS M. JACKSON o o JIMMY R. TYNDALL &VIVIAN W. TYNDALL N JIMMY R. TYNDALL N Ln & VIVIAN W. TYNDALL JIMMY R. TYNDALL o & VIVIAN W. TYNDALL o O + + 1102' + 61' + 49' LO + 449' r' + 764' L2 + 26' C2 + 348' �2 O ACREAGE c� o' EASEMENTS 25' REF. DWG. NO. J 00 Of N 4 rl- O W W W W J M N r, J Z Z Z Z M U Z j__ WW W WJ J J W J O W 0_' W U 0_' 0_' W U 0_' W 0_ U W U 0_ 0_ —:j U W D_' W U U Z_ Z _ _ = Z = Z W Z Z Uj Z Z Z W W Z Z W Z W Z Z Z W W 00 p J W Z Z J W Z J Z W J W Z Z O UQ UQ U W J W Z J W Z 0 QUQ W W W 0_' W Of W W W W Of Of W W D_' W Z W O W O O O U O W Y Y W U U M O O U Z ins ins ins O d W rLL1 rLL1 rLL1 0 Z Z_ U Z_ U U U r U U r Z U Z_ U Z r Z Z_ U Z Zj�s U U Z W J J J () J J N LLJJ Of Of = J W J W W W W W W O] U m J W W W W W W � C)f W _ ~ U) U 0- W U 0= W 0- U U U 0- (5 U 0- U W U W U F— U U J W W W U W 0- W U (~j U U W Z W W 0 W Z Z 0 W Z 0 t Z W W O_ p 0 d W W � U) Z Z J C/) Q 0_' W' W W D_' J W W D_' J W W' J W Of J 0 W' 0 0_' J J J W W J = d J D_' O W 0_' J Q U W p 0- W W W 0- W W 0- Ln W W C31 0- W Ln Ln C31 W W co U Q V) V) V) W Ln 0- 0_ W d W O O Ln c0 N N N c0 � M M 00 M � r- 00 NLn 00 � L0 00 00 M M 0) 1- O CD CO N M O O O L0 N 0) O .0 -CO Co 0) N 'q- -4-Ln Ln Co Co Co 00 O � 00 00 cn L0 I, M CD r,N M Ln Ln CD O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O N N 0) O O N CD Co CD CD Co Co Co Co CD CD CD cn cn cn 0) cn N N M M M � � � � � � 00 � � � L0 L0 Lo L0 L0 L0 L0 L0 V') V') L0 L0 L0 L0 L0 V') V� L0 L0 L0 CD C4 C4 C4 C4 C4C4 QD CD CD CD CD 012_002 449-SAMP JACKSON SWINE ENTERPRISES / 0 o SILT +o C FENCE 92 448-SAMP-015_001 (TYP,) WETLAND PUB 88 0 0 0 0 o - / 448-OFLN-002_000 ROBERT D. JACKSON & + o - / I p 0 448-SAMP-012_001 RODNEY JACKSON / THOMAS M. JACKSON q M P 00 Z 00 CHARLES BRADLEY V / �� STREAM CROSSING o II z POPE & DONALD N. o L \It 3. D9 — TEMP 66 ft. Z 00 = xJ > POPE TEMPORARY BRIDGE (TYP.) \ \ \ �d 448-SAMP-015_003 x� CO >U' N N . JIMMY R. TYNDALL & Q Z WATTLETYP1 ( ) � VIVIAN W. TYNDALL � PROPOSED 40' TEMPORARY WORKSPACE y \ / \ \ \ \ Ell �PROPOSED 25 PERMANENT EASEMENT \157+00 \ \ �\ \ 1 60+00 \\� 0 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+010 152+00 153+00 154+00 155+00 156+00 \ 158+00 159+00 1 61 +00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 z x Q / - EXIST. 30' PNG PERMANENT EASEMENT EXISTING 3" LINE 3= / \\ — o EXISTING 4" LINE 237 — \ z J 448-SAMP-013_000 i ROBERT D. JACKSON & a PROPOSED 12 LINE 448 THOMAS M. JACKSON i 448-SAMP-015_002 x JIMMY R. TYNDALL &- -190 / ABB VIVIAN W. TYNDALL k _ 188 448-SAMP-014_000 — JOYCE M. HUDSON Nb - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE z o 0 0 zco LD JOINT 0 < LE NGTH 0 �LU .. .. a � a 2800' a J in �t �t 3 3 C.P. LEGEND C.P. LEGEND PIPE LEGEND T3 - INSTALL 3 12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 () BLACK # d d THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVEGROUND. O O N 280' 8 r 280' II 260' 260' 240' a 240' N 220' 220' EXISTING GRADE DD Lg o ofN N at 200' o(0 D o0 200' LU J 0 = Q C o m LL J 180' 0 0 p 180' a 4' MIN. a � 160' II 160' PROPOSED 12" LINE 448 140' 140' N 120' 120' ;5 100' ft 100' 80' 80' 0 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001005-2019-SHT 1 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 PNG-X-448-0001007-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 6 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 140+00 - 168+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH:' DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001006 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER w O H CD E 448-SAMP-015 002 OWNERSHIP po JIMMY R. TYNDALL & VIVIAN W. TYNDALL 00 r 672' ACREAGE EASEMENTS REF. DWG. NO. 448-SAMP-015 003 N JIMMY R. TYNDALL + & VIVIAN W. TYNDALLLO + r 62' + 448-SAMP-015 002 448-SAMP-016 001 JIMMY R. TYNDALL p THOMAS M. JACKSON & ROBERT D. JACKSON & VIVIAN W. TYNDALL + D/B/A JACKSON SWINE ENTERPRISES 00 285' 460' 25' 448-SAMP-016_002 448-RERT-004_004 449-SAMP-017_001 m THOMAS M. JACKSONp THOMAS M. JACKSON &� r- O ROBERT D. JACKSON, m BLUE VIEW, INC. N N &ROSE JACKSON Ln REMAINDERMAN Ln a+0 00 220' °2 39' °r 290' °s 449-SAMP-017 002 N 8 r 449-SAMP-017 002 MILES F. JACKSON C.P. LEGEND PROPOSED MILES F. JACKSON & BONNIE W. JACKSON E; FAYETTEVILLE o + & BONNIE W. JACKSON (ND o rn HWY RS SITE m 100' °2 100' °) 361' °) PNG-M-448-0001017 25' 449-SAMP-017_003 MILES F. JACKSON & BONNIE W. JACKSON po (LIFE ESTATE) + 238' U U Y Q Q Of Z01f Of Q } M w Z Q Z Ln W W W W W ~ ~ W W J J Y 0_ 0_ O_ W Of 0_ 0_ U W. W W U Z Z Z Z Z Z J Q Z O Z Z Z = Z Z J J J J O O J J J J W U W " N O Q O Q W QCD OQ9 P7 O Ln O 4 W O O O 01 CD W W O_ O_ O_ LU N Q O Q O O_ O_ Z J Ln 2 U W m LL 2 W U CO O U 0_ W O 0_ () 0_ () O Of 0_ 0_ � W 0_ U Uj J 0_ _ � � of W W = ZD � W J_ � W Z O ( J J O Of Q J O W O 0] 0] 0] � J � Q F-.: _ � J _j J J J J _,j W J O O � Z_ Z Lj w O W Of O O W J w U O N J W w W Z J O Z Z W Z W m LU :zU Z Z M J Z W N Z (� � � J JJ> (n U J cn 00 Z J U 6) O N O Z Z (n (n (n pp (n Of W (n " > Z U' U' M Z 0 J U- O LE Z U O Q w Li J W Li � } W Of Li w 0_ W w Li W 0_ 0_ O r Z � W Li Of Q N Y I� } W Q N O O J - P7 � CO Cn � W W O M CO W M Q W Q 0�0 LO O Ln Lf) CD J W N 0- 0- O H Z W J L, J L.� Q L.� I- Z U O_ Z 2i Z U Z OU I- Q�Q Z g OU U Z Z_ LU OU Z Z U Q� Z Z OU OU In r J OU Z U \ Z O Li ZO I- E� ZO Z Q� Q� Z \ r') U' I� 2i (� M N Z Qn W W W Z Z Z Z p. (/) Lj C 1-i1 1-i1 1-i1 Of N M N N Qof of J N lY O Q U lY J J Q Q J N C)fW O = O 0_ W J Q 0_ = W W J W J E Ji w W' J W' Q O U Q O U W' Q E 7i E 7i W' W' I� c0 Q E 7i O > O Q J Q W of _ N Of Of O W 0_ O W W W Of 0] W W W 2i W J W W 0_ W W W N W W W 0] W W W 0] W Z O Z W 3 0] 0_ W W W 0] Cb W � W Ln U U U O W U W O W O w W W W w W O_ r7 2 (/j U w W w W W () O w W (n w W W () w W W U U O U U O W U O () U U W U O () O U W Y > W Q W Y D W D Z W Z > > W i U > > W W U W U Z Z Z > W W U > W W > W > > > > > U (n Q O OW Q Q Q J 0= O m O Q D Q J O J Z � J p w O J X w J Gi w J 0_ J p J W W - O W J O p W O O Z O W O O O p p O - X Q Z X Q O O_ O O O O O p O_ W W W f/) Z Z = Z Z Z J U' w Q J U' (,'� J U' J J J J J O O � W 0- w W W = w C� w 0- w 0- Ln w w P- W 0- C� C� Ln W W W U W Ln U w c� (n W W 0- 0- W U W O W w o J U Ll C� W � O C� c� 0- LY 0_ W M w w M U D_ c� U W U C� U w O O o w Li w Li w w O O O m m m D_ U Ow C� U Ow Ow U Ow U U U U U M U 0_ w w d M O Ln CO t0 M N � M N Ln t0 t Ln Ln r� � O 't (0 N (0 O O 00 M M (0 Cn O 00 N Cn I- O Ln Cn 00 Ln O co N t0 O O Lb O CO O CO O 00 M N N t0 00 M M Cn co O t0 M <T Lb Lb N O CO M N M N N Cn N Cn O N <T CO M N t0 M M 00 Ln O O O O N N (O Pr) OD OD Cn O Pr) U7 Pr) CO O O N N N Pr) Pr) � U7 CO � 00 00 d1 O r- U7 r- rZ n Lo U7 Ln r, 00 OD Cn 0) O O PI) Pr) P7 n - � 0) O N (D OD 0) Cn � N N Pr) r co(D (O 0) O O 0) O O O O � (D r OD O O N N Pr) Pr) � r- 00 O N O O Pr) r- 00 O O po CD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 00 M M M M M � � 't 't 't Ln Ln Ln Ln Ln (0 I, r, 00 00 00 00 00 00 00 00 00 00 M M M M M M � 0) 0) O N N N M 't 't 't 't 't 't � � � Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln (0 r, r- r- r- r, r, 00 r- r- 00 00 00 00 00 00 00 00 00 00 00 0) O O O O C'4 N N N N N N N N N M M M "t "t "t "t Ln (0 (0 r- r- � � � r- � � r � a0 OD oD tb tb DD DO a0 OD oD tb tb o0 OD DD tb DD 00 OD oD 00 tb a0 DO a0 oD tb 00 00 DO a0 00 oD 00 tb 00 00 a0 00 oD 00 tb DO a0 00 oD 00 DD DO O) Cn Cn Cn cn O) O) O) Cn M Cn Cn M O) O) Cn Cn Cn Cn O) O) O) Cn Cn Cn Cn O) O) O) Cn \ STREAM CROSSING W08 — TEMP 0.049 ac. TEMPORARY BRIDGETYP. I IQ \ ' ( ) 0 448—RERT-004_004 00 \ S5 — TEMP 94 ft.WATTLE TYP. / �>> = CO THOMAS M. JACKSON & + o STA. 182+78 C C� ROBERT D. JACKSON, — o 448-SAMP-015_002 g7' �'1 o JIMMY R. TYNDALL &SILT FENCE (TYP.) \ 97'�� r— �j = w REMAINDERMAN z 00 VIVIAN W. TYNDALL OLLJ \ 1 o0 LC) J �- J It OJ Z ON = X C14 co \ 100' I \ w �� CONSTRUCTION C� 0 o PACE �\ �' Q 143' ENTRANCE TYP. / 449 - SAM P-017_001 Q z o WORKS \� 0 D_ ( ) a =II 0448-SAMP-015_003 \ PROPOSED 40' TEMPORARo \ 182+0 1g3+ BLUE VIEW, INC. 0 118' Ln \�� - 180+00 181 +00 \ 0024° 184 111� I \ W JIMMY R. TYNDALL & �-� 124' —179+00 00 85 o VIVIAN W. TYNDALL Oy �� L _178+00-- _, I +00' N 2 ' _ 177+00 � _ -- o R STA. 194+33 C Ux o • +00 — �� 1860 \ STA. 187+13 L� +00 176 — ' _ 00 449—SAMP-017_003 p �d 174+00 175 STREAM CROSSING 42° / MILES F. JACKSON N 173+00 PNG EASEMENT D10 - TEMP 50 ft. \ BONNIE W. JACKSON 0 172+00 - 'EXISTING 30' Vv i z 171+0 0+O W08 TEMP 0.049 ac. S 0- 169 17 _ 168+00 / 448—SAMP-016_001 O \ x 4S° 196+00 W08 — PERM 0.079 ac. THOMAS M JACKSON & _ \ �cA — -� —�—� — �� 0S WETLAND PFO z J a EXISTING 4 LINE 237 448-SAMP-015_002 / JIMMY R. TYNDALL & EXISTING 3" LINE 37 VIVIAN W. TYNDALL PROPOSED 12" LINE 448 - WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT --STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE ROBERT D. JACKSON D/B/A I JACKSON SWINE ENTERPRISES STREAM CROSSING D1 1A - TEMP 56 ft. 448-SAMP-016_002 THOMAS M. JACKSON & ROSE JACKSON 193+00 194+00 192+0 _ 191 0+ 0 190 00 38. STREAM CROSSING 189 000'1 190+00 2° D1 1 B - TEMP 53 ft. I � 1 66° o STA. 191 +72 C i— 93 —� 182' 1-- 448—SAM P-017_002 326' MILES F. JACKSON STA. 188+96 D \ & BONNIE W. JACKSON 1-176' PROPOSED RS SITE ao C LO C D C C o LO co M T3 + 0) 0) 0) LO + o 0 00 00 00 00 0) 0) 1638' 125' 333' 158' 546' An n An FAB An N 8 r 280' c.� z C.P. LEGEND � 260' LD a JOINT 240' o r LENGTH (STD)), API 5L PSL -2 Lu � wj .. ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO .. - ELBOW, WELD, NPS 12 X 0.375 W.T. O MSS -SP -75 Y52, FULLY SEGMENTABLE O J BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST N at 200' o in ACCOUNT NUMBER O o J O O a - ELBOW, WELD, 180' o_ 9�t W T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING 9�t W WT 3 D 3 RECTIFIER AND GROUND BED. ABOVE GROUND. II 140' ROBERT D. JACKSON D/B/A I JACKSON SWINE ENTERPRISES STREAM CROSSING D1 1A - TEMP 56 ft. 448-SAMP-016_002 THOMAS M. JACKSON & ROSE JACKSON 193+00 194+00 192+0 _ 191 0+ 0 190 00 38. STREAM CROSSING 189 000'1 190+00 2° D1 1 B - TEMP 53 ft. I � 1 66° o STA. 191 +72 C i— 93 —� 182' 1-- 448—SAM P-017_002 326' MILES F. JACKSON STA. 188+96 D \ & BONNIE W. JACKSON 1-176' PROPOSED RS SITE ao C LO C D C C o LO co M T3 + 0) 0) 0) LO + o 0 00 00 00 00 0) 0) 1638' 125' 333' 158' 546' An n An FAB An MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP LEGEND N 8 r 280' C.P. LEGENDPIPE C.P. LEGEND II r 260' 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 a T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 240' B r N (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO 220' - ELBOW, WELD, NPS 12 X 0.375 W.T. O MSS -SP -75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST N at 200' o LU ACCOUNT NUMBER O o J O O a - ELBOW, WELD, 180' o_ MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# D 160' RECTIFIER AND GROUND BED. ABOVE GROUND. II 140' DRAWING BY MM N 120' Z z STATION ID J INITIALS PRINCIPAL ENGINEER 100' CHECKER INITIALS JOI 80' MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP LEGEND DATE REVISION(S) DESCRIPTION BY C.P. LEGENDPIPE C.P. LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST w JOI CKF ACCOUNT NUMBER JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# D 02/15/2019 RECTIFIER AND GROUND BED. ABOVE GROUND. 280' 260' 240' 220' 0 200' 0 rn 180' 160' 140' 120' 100' 80' 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS �'' DUKEI Na Piedmont ENERGY Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 168+00 - 196+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF QW DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% w JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECHS REC & STD D 02/15/2019 = w W z z JOI CKF DRAWING BY MM Z z STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI J J 0_ 0- W J 2 W W 0_ a- a_ a_ co -bi 0- a_ W 0J W W > C7 CD Z Z Z 0 Z 0 Z J U Z H Z W 0 r 0 Z O 00 O I- 00 0) 0_ 00 0- Ln J O � 0_ 00 W J O W CD C7 co N Z O Z+ Z + W + w + w EXISTING GRADE N 00 o- W + Q Z N Z + + O 4 r- �_4 Ln Ln + H 00 !n + H 0) V) + W _+ + + (n a0 � Cn X (n W-� X W 0_ � ILL >i (A C3L L0 X 00 X - (31� C� W W 4' MIN. PROPOSED 12" LINE 448 280' 260' 240' 220' 0 200' 0 rn 180' 160' 140' 120' 100' 80' 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS �'' DUKEI Na Piedmont ENERGY Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 168+00 - 196+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECHS REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI LU J U_ 0 o- o_ REF. DWG(S) PNG-X-448-0001006-2019-SHT 1 PNG-X-448-0001008-2019-SHT 1 SHEET(S) 7 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001007 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 449-SAMP-017_003 449-SAMP-017_004 449-SAMP-017_005 449-SAMP-018_001 449-SAMP-018_002 >_ Q OWNERSHIP o MILES F. JACKSON BONNIE W. JACKSONN MILES F. JACKSON N MILES F. JACKSON JAMES CHRISTOPHER TEW, ET AL 0) ROBERT H. PARKER, JR. o + m + (LIFE ESTATE) Co BONNIE W. JACKSON + N BONNIE W. JACKSON + m + Ln & ROBERT H. PARKER, SR. + rn W O °� 62' °� 560' NN 513' N 833' N 331' N LL Q ACREAGE c� o' o' EASEMENTS 25' REF. DWG. NO. w U w U � D J Li.l W p Z Of � W U O r- J o0 O W N W J 7 J Z O Uj w ZW J CY W CY Of Of _ � CY W = J W Z Z Q J Z J Z N U Lj Z � CL of CD Z_ C1 W' � W o Q W (n Q C� (n Z � Ld W W O_ H Z }J } } I- Ln I- OU W \ Z OU Z Z W O I- W W Z_ W }J W O Z Z \ Z � Z Z Z I- Z Z Z Z H Q J 2 O W W a C� W Q Q O U m W O W W W W M M U Q Q CY J W J Q Cr Q J W J M M w M M w = Q H U U U J O U W Y O Z O Z J Q 1 Z [L Z [L Z C � U Of O C� U U [L [L Q O 3 O d O d O _ W OfUj O w O w O O Of O Cl LWi d Li m Of N U_ > > W (if C� M W O O O O Of O _j � O Cr O Cr Q of Of U a_ (n U a- U V) O O N 00 00 N CO I, O M N � Ln C0 co r- 00 N LO co O O N N M `f 1- M M 00 O M M00 M O Ln C0 Il- rl- 00 Ln Ln CO DD 00 N O + CO + + + + + + + + + + + + + + O r- Cr N co CO I, r- r- r- rl- rl- rl- rl- + + + + + + + + + + + + + rl- rl- rl- rl- rl- Ln Ln Ln Ln Ln Ln CO Cfl O O O O O O O O O O O N N N N N N N N N N N O O O O O N N N N N N N N N N N N N �AJ �F,�j \ 449-SAMP-018_001 \ JAMES CHRISTOPHER TEW, ET AL 449-SAMP-004_006 �°� SHARON T. HOOTON / 7 a x 2 / / / / \ �O��L / CONSTRUCTION / STREAM CROSSING z n L SILT FENCE M P ENTRANCE _ Cis - 7E V 02 R. x II o m / 6��0�\ (TYP.) (TYP.) / 4.0 = � r C � / 197' 9� \ - 0) o o PROPOSED 12" LINE 448 6� 177 / / TEMPORARY BRIDGE (TYP.) WATTLE (TYP.) o m O N_ `c) o o N \ \� \ �\ Ln �� PROPOSED 40' TEMPORARY WORKSPACE PROPOSED 25' PERMANENT EASEMENT\ \ 0 x 196+00 \� 1 \�\ 11\\\ 206+0 1 \�\ 1� \ 9 1 7+00 202+00 203+00 204+00 205+00 7+00 20 213+00 214+00 215+00 .216+00 208+0 0 209 +00 210+0 0 21 1 + 00 212+00 217+00 218+00 219+00 z Q 0 198+00 199+00 200+00 201 +00 � T °—EXISTING 30' PING EASEMENT \ STREAM CROSSING J 449-SAMP-017_005 MILES F. JACKSON \ D14A - TEMP 68 ft. z 182' / 449-SAMP-018_002 J � 449-SAMP-017_004 BONNIE W. JACKSON EXISTING 3" LINE 37 / ROBERT H. PARKER, JR. & ROBERT H. PARKER, SR. STREAM MILES F. JACKSON CROSSING \ (LIFE ESTATE) °� D14 - TEMP 68 ft. / BONNIE W. JACKSON \ EXISTING 4" LINE 237 / \ 449-SAMP-017-003 \ MILES F. JACKSON BONNIE W. JACKSON - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE o N z o O + 0 O LO + T3 + 0 + z H 2 JOINT co Cn 0 0 04 N O O rn N H 0 < 0 LOM � LU n n 1095' 80' 1125' 3 3 C.P. LEGEND C.P. LEGEND PIPE LEGEND T1INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL ( BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE I TE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 280' 280' Q a O II of 260' 260' o 240' O 0 240' N U) z_ 220' M m � J 220' 0-1 OW O O O N o EXISTING GRADE C� o 200'200' LLJO J Q x CD N J O p 180' 180' o 4' MIN. a � w cn a p PROPOSED 12" LINE 448 II 160' 160' 140' 140' N120' 120' ;5 ft 100' 100' 0 80'80' 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001007-2019-SHT 1 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 PNG-X-448-0001009-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 8 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 196+00 - 219+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001008 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 449-SAMP-018 002 449-SAMP-019 001 449-SAMP -019 002(449 -SA MP -019 001 448-SAMP-020 000 OWNERSHIP oo ROBERT H. PARKER, JR. &ROBERT H. PARKER, SR. N WILLIAM IRVIN WARREN o N SAMPSON COUNTY o WILLIAM IRVIN WARREN (0 MILES F. JACKSON O & BONNIE W. JACKSON 0 LL Q rn N + o 758' N + 1444' N + v 300' N + v 59' N + 239' N LL 0 ACREAGE c� o' o' EASEMENTS 25' REF. DWG. NO. W W J 0 z W W J J J = D = J U Z W W Z Z W W J O J LLu u - (10Z J J W w d ZO 0- U) Z O H LLI Lu W W i7 W Y I� Y O W 00 p W Z Y Y Q d Q U U LL, w Z Z_ Z Z Z W Z J W w Z Z O H2 M Z Z U Z Z Z Z J J W J Ln J W J M J J W W � J O Of m m O � O Uj W LWi Lwi 2 U Lv 0- 0- O O W W Z O Z U W W W O W W W p Lv Lv p d U H U) W O O O O Q Q Z O O O 3 O 3 Q [L [L (3 N O FQ O Q Of Of Of — Of Of2 — 2 w Of Of O — O Of O O p p D O J J O O Q 0- U a M U M U a U W U a a a a U a[ w c_P w U) in [If u O Ln 00 N N O O N N� r- 0) � r- O N � Ln Ln (o O O Lf) Ln I� 00 O O O 00 N r- O O O O O O N M Lf) t0 Il rl O + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0) O (o 00 ON M -q-Ln Ln U U O U O O U U co co co r - N N N M � : 14-.0- 14-4- 14-14-.0- .0-� � � � � � � N N N N N N N N N N N N N N N N N N N N N N N N N N N N 448-SAMP-020_000 �`'v MILES F. JACKSON & r BONNIE W. JACKSON CONSTRUCTION N / ENTRANCE (TYP.) c o ,i I 449-SAMP-018_002 449-SAMP-019_001 260' ROBERT H. PARKER, JR. & ROBERT H. PARKER, SR. WILLIAM IRVIN WARREN (LIFE ESTATE) o O W PROPOSED 40' TEMPORARY WORKSPACE \ �\ \7\\ \ T EASEMENT PERMANENT ANEN \ \\�\ a PROPOSE D 25 240+00 241 00 24 9+00 0 38+00 23 2+0 �\ 36+00 2 37+0 2 0 2 235+00 � 24 \ �1 0 3 234+0 +00 \� � o \�1 232+00 233+00 230+00 231 +00 29+00 244+0 � \ 2 27+00 228+ 00 2 0 / ni � 226+00 4 222+00 223+00 224+00 225+00 ' — 220+00 221.+00 — — ^ — — — — _ — — — — =4•_ 5+00 246+00 = 2,19+00 — — — — — — — — / \ — 247+00 z — — — — — EXIST. 30' PING PERMANENT EASEMENT / �, Q a — _ SILT FENCE (TYP.) EXISTING 3" LINE 37 O 0 0 PROPOSED 12" LINE 448 p� 00 0 6' o EXISTING 4" LINE 237 \ / � N O W o 449-SAMP-019_002 C)(b o 00 a z SAMPSON COUNTY �� Z 00 6 ��0 U I 0 Al H X Q d�� Z 194,Q y , WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE LO ar. N z O cc) O + + T3 + + z H JOINT rn N N N N � 0 < LOMn 0 0- ( LU n Lu 0 - a 2684' 112' 4' PIPE LEGEND C.P. LEGEND C.P. LEGEND A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d �n �n B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVEGROUND. O O N p 8 r 280' 280' ell 260' 260' Q O 0o N 240' w z 240' z J O w _j 220' C14 of—d- of 220' O O w o I N EXISTING GRADE N w N C ->J 200' at 200' 0 0 ww = J Q N N J O 0-1o c 180. cn 180' cn p 0:! PROPOSED 12" LINE 448 a � a II 160' 160' 140' 140' N120' - 120' J 7 7 7 fe 100' — — 100' 80' 80 0 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001008-2019-SHT 1 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 PNG-X-448-0001010-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 9 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER iedmont DUKEr6 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER *"'ENERGY. 'Gas Fatural E&S ALIGNMENT SHEET 219+00 - 247+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC &STD SAL E M B U RG N C PNG -X-448-0001009 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL � PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER (448 -SAM P-020 000 448-SAMP-021 000 & 448-SAMP-022 000 Q OWNERSHIP 0 o MILES F. JACKSON & BONNIE W. JACKSON ao CONNIE S. GAUSE & 0 0 ¢ + + TERRY F. GAUSE + W C? N 2081' r- N 719' LO N LL 0 H ACREAGE c� EASEMENTS 25' 50' REF. DWG. NO. W W zz in 0 0 0 Uj U U J J Of J W O W CD Z_ Z 00 N N Z Q O Q _jW 0 o✓ Of Z O O Z O M Z Z Z Z Z Z Z Z_ Z Z_ Z Z Z J Z Z Z Z Z Z_ J CD O Z Z W W W Z Y Z H2 M LWT m U m IWi LWi m J m J IWi LWi m m m W U m m U m J 2 L_ W O ¢ O W m H U) U O O J d 0 d N J W W W O d W N d W W (n (n J J J W 2 d = = W (n W Of W 7 U W d O O d d O d W O _ U' C'� U' J W V) J C!) ¢ g a a N O O C3 C3 (n O O O U) U C3j (n U) C3 C3, O O O O O a✓ N o o U O a a C3 C3 m a (n O CO O O I- 00 COCO CO CO CO 00 N M O N N Cn N I- r- CO 0) CO r� 00 00 ()) 0) 0) N O M r- M � O IN � CO CO M CO O N M CO CO M CO CO O O L0 r- 00 00 O r- r- ()) 0) N M N N N PO t CO CC) CT O + + + + I� O + + + + + N N M + + + + + + + + + + + + O O O O O O O M M � � + + + + + + + + + + + + + + + + + + + + + + CO I, r, r, r, w w w w w w M M CC) Cn C'4 N N N Cn Cn CC) CC) CC) N N N N N CO CO CO CO CO CO co CO CO CO CO CO N N N N N N N N N N N N CO co co co co co co co co co co co co � � � � � � � r- r- N N N N N N N N N N N N N N N N N N N N N N �Q O � \ Gj0 O� 4 �� 448-SAMP-020_000 / �g4' ' 448-SAMP-021 _000 & 448-SAMP-022_000 A o + o O O �NC' ZO O STREAM CROSSING MILES F. JACKSON & BONNIE W. JACKSON / / / CONNIE S. GAUSE & \� TERRY F. GAUSE \ o N o0 o II QQ�� SILT FENCE S7 - TEMP 124 ft. / / / M P STREAM CROSSING W10 - TEMP 0.073 ac. A W z CO � (TYP.) � / � � S8 -TEMP 52 ft. 5. � � � � � \ � � � 82' WETLAND PSS \ � � x WATTLE (TYP.) 100 PROPOSED 12" LINE 448 / � \ �� 'i,/ �lb O o CA PROPOSED 40' TEMPORARY WORKSPACE - ������� 0 247+00 248+at 00 �� `' Z\ V_�\ \ M �� �PFOPOSED �� ����� �0 269+0� 270+00 271 +00 272+00 273+00 274+00 275+00 Q 0 0 250+00 251+00 252+00 25 PERMANENT EASEMENT 11_��1���� 252+00 253+00 254+00 255+00 7256+00 258+00 259+00 260+00 :261 +00 262+00 263+00 264+00— _265+00 049+ PROPOSED 50' PER � MANENT EASEMENT 266+00_ .267+00 268 _j�\2��� i oo� \ EXIST. 30' PNG PERMANENT EASEMENT ., \ STREAM CROSSING i z J �- N oo CONSTRUCTION ENTRANCE (TYP.) o / \ EXISTING 3" LINE 37 EXISTING 4 LINE 2_37 I \�x STREAM CROSSING \ , / S9 -TEMP 157 ft. / S9 - TEMP 230 ft. A / 1�0 ? °o �r TEMPORARY BRIDGE (TYP.) ' ' I STREAM CROSSING I S9 - TEMPI 310 ft. TEMPORARY ACCESS ROAD �/� / < / STREAM CROSSING S9 TEMP 83 ft. 00 cc WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE z o' 0 0 z H LD JOINT � CN I� N ¢ � 0 < LEPI(7TI'ILU � LU n n d W O v v 2800 d J in �t �t C.P. LEGEND C.P. LEGEND PIPE LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR INSTALL ( BLACK #6 TAKE OFF FOR LINENSULATOR T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d �n �n B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC TE THHN WIRES ON UPSTREAM SIDE OF I AND (2) WHITE #6 THHN WIRES IN DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVEGROUND. O O N 8 r 280' 280' ell 260' 260' a N 240' - 240' 220' a � 220' CO :2� O + w + rn of N r7 r of200' Of 00 U r 0 + of 200' L0 L0 + o cn — + + cn + cn cn + ~ r o � cn � N c� W 0 _ o N � N � EXISTING GRADE N c� N &j N c� N c� c(N c� N o C W JN O p 18 0 <180' J ILLO O 160' PROPOSED 12" LINE 448 4' MIN. 160' II7 140' 140' � N 120' 120' ;5 J7 7 7 7 ft 100' 100' 80' 80' 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001009-2019-SHT 1 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 PNG-X-448-0001011-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 10 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6121 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER *"'ENERGY. Natural 'Gas E&S ALIGNMENT SHEET 247+00 - 275+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001010 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER OWNERSHIP LL 0 LL 0 ACREAGE c� o' o' EASEMENTS REF. DWG. NO. (D z z O z o U) U) 0 O o N p 00 C) r- 0 N oo 448-SAMP-021_000 & 448-SAMP-022_000 448-SAMP-023_000 JOE THOMAS MATTHEWS & STREAM CROSSING X17 - 7W 80 }t. STREAM CROSSING 018 - 7W 82 f. 00 p 448-SAMP-024_003 � THOMAS A. HAIRR, JR. m STREAM CROSSING p 1- z w 195 Q II : Lu z 00 J d 3 STREAM CROSSING S9 -TEMP 83 ft. CONNIE S. GAUSE & TERRY F. GAUSE PATSY JACKSON MATTHEWS SILT FENCE (TYP.) 231' 202'�� D21 - TEMP 56 ft. STREAM CROSSING D20 -TEMP 56 ft. a_ a_ Q � TEMPORARY BRIDGE (TYP.) c WATTLE (TYP.) a STA. 276+55 © LO '� oPROPOSED 40' TEMPORARY WORKSPACE O N 301 +00 302+00 275+00 276+00 2%7 f PROPOSED 25' PERMANENT EASEMENT 289+00 290+00 291+00 292+00 293+00 297+00 294+00 295+00 296+00 298+00 299+00 300+00 303+00 z J O 00 17' 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 r r r d PROPOSED 50' 17' PERMANENT EASEMENT EXIST. 30' PNG PERMANENT EASEMENT Or STA. 277+82 © EXISTING 3" LINE 37 z PROPOSED 12" LINE 448 a CONSTRUCTION ENTRANCE (TYP.) STREAM CROSSING M o LU J OQ D19 - TEMP 126 ft. EXISTING 4 LINE 237 z_ 00 448-SAMP-024_001 U x JOE T. MATTHEWS & 448-SAMP-024_002 448-SAMP-024_004 F- U 4,1 PATSY MATTHEWS LYNTON DAVID GAUTIER & JOE T. MATTHEWS & Q z KATHY M. GAUTIER PATSY MATTHEWS 448 -SAM P-025_001, S �� 448-SAMP-025_002 & J Q� 448-SAMP-025_003 Q� Q MARY ANNA WEEKS TEW w � z o � z LD JOINT o <Lu t5 t5 LU a 0 J in 9�t 9�t 3 3 O O N p r II e O N Q O N Q o Cl LU J O N o M LL J O d Q cn c d O II R r U3 4) V O MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001010-2019-SHT 1 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 PNG-X-448-0001012-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 11 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 275+00 - 303+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH:' DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG —X-448-0001011 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER Q LL O H c� o' 0 II W Q O N at 0 195' n Ln 448-SAMP-024_004 V \ O A A JOE T. MATTHEWS & - - \ .per CONSTRUCTION / PATSY MATTHEWS 448 SAMP 025_001, \ M P "O� ENTRANCE 448-SAMP-025_002 & \ 'NI<D 448-SAMP-025_003 \ (�'P') MARY ANNA WEEKS TEW .D , �<" ___' f U. PROPOSED 40' TEMPORARY WORKSPACE \ \ \ \ PROPOSED 25' PERMANENT EASEMENT\ 303+00 — 304+00 305+00 306+00 307+00 308+00 309+00 310+00 3111+00 /312+00 313+00 314+00 315+00 316+00 317+00 3 — — — — — — \ EXIST., 30' PNG PERMANENT EASEMENT —V \ _. ++ o \ V ° � '' \ EXISTING 3" LINE 37 0 - PROPOSED 12" LINE 448 \ EXISTING 4" LINE 237 w \ z 00 y_ \ 0 C7 / <z WETLAND - ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE C7 z LD o < Lu � wj N 448-SAMP-024 004 280' .. LENGTH .. II 260' 448-SAMP-025 001, 448-SAMP-025 002 & 448-SAMP-025 003 a O J 240' A 07/05/2018 in O JOI O AREA CODE 220' DATE INITIALS REGIONAL ENGINEER 9�t W 08/31/2018 9�t W N 3 LU 3 PIPE LEGEND + 448-SAMP-026 000 Q a T1 - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL BLACK #6 OWNERSHIP o JOE T. MATTHEWS PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE TE #6 THHN WIRES IN I ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO MARY ANNA WEEKS TEW B — PIPE, NPS 12 II 140' X52, FBE/PC MM N 120' z — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, = DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE J INITIALS - 100' JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. 0) HAROLD M. 0 D — ELBOW, WELD, NPS 12 X 0.375 W.T. o + v & PATSY MATTHEWS + T2 — INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (—) CONNECTION TO EXISTING ABOVEGROUND. WT — WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. C14 to L9 + 0 STRICKLAND + co co co 47' m 2722' EXISTING GRADE 0 a - o 31' m LL 0 ACREAGE PROPOSED 12" LINE 44 8 L4' MIN. H 7 7 7 o' EASEMENTS 25' REF. DWG. NO. w LSP of of Uj Q 0 J Uj D W Q W Q �0 -co W W W W U Uj ofW O Of O w LLJ Z J W ' nL7 0- LLJ W W Z W J Z 0 W J Y Q Y Y0- U O O Of O w Z WW Z U Z W W W Z Z w Z w Z = Z '-, Z J o- 4 W 00 W W W U U U J Z J Of L+� W O > Q O Of Q af of Q m m of of O of of O O O Q m U Q m Of w w co � O = O w LY = w J Q 2 0- LLj W W inW J J W J W J W J W J W W 0 W W W U U U Cn W U Cn O Z W C..7 U' C..7 Q 0- d (.� W c 0- D 0- Q U) 3 3 w 3 w c� o c� w z w O Q w' 0- W W O W C3j O W O p > > p [if U U > U > U O W > U > U C3� O W p C3� p 0 W' (n O W O 0- S Ln O W 2 Ln O W C3i O W J W W w J LY W m Q w O � N 00 O M L0 00 r, M r, 00 N M r, N Ln 00 t Ln (0 M 'tLn Ln � co O O O M N M M N04 K) L0 Ln L0 CD CD r- 00 O O O Co Ln CD 00 00 O M 0') N M CD O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M M M � � � � 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) O O OO O L0 L0 (0 co 00 0) 0) O O M O M M M M M M M M M M M M M M M M M M M M N M N M N M N M N M N M N M N M N M N M N M N M N N M M M M M M 195' n Ln 448-SAMP-024_004 V \ O A A JOE T. MATTHEWS & - - \ .per CONSTRUCTION / PATSY MATTHEWS 448 SAMP 025_001, \ M P "O� ENTRANCE 448-SAMP-025_002 & \ 'NI<D 448-SAMP-025_003 \ (�'P') MARY ANNA WEEKS TEW .D , �<" ___' f U. PROPOSED 40' TEMPORARY WORKSPACE \ \ \ \ PROPOSED 25' PERMANENT EASEMENT\ 303+00 — 304+00 305+00 306+00 307+00 308+00 309+00 310+00 3111+00 /312+00 313+00 314+00 315+00 316+00 317+00 3 — — — — — — \ EXIST., 30' PNG PERMANENT EASEMENT —V \ _. ++ o \ V ° � '' \ EXISTING 3" LINE 37 0 - PROPOSED 12" LINE 448 \ EXISTING 4" LINE 237 w \ z 00 y_ \ 0 C7 / <z WETLAND - ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE C7 z LD o < Lu � wj N � JOINT 280' .. LENGTH .. II 260' APPROVALS a O J 240' A 07/05/2018 in O JOI O AREA CODE 220' DATE INITIALS REGIONAL ENGINEER 9�t W 08/31/2018 9�t W N 3 LU 3 PIPE LEGEND + J O Q a O 0 m MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP SILT FENCE (TYP. ) O rn m ~I LO ,21+00 322+00 323+00 324+00 326+00 327+00 328+00 329+00 330+00 \ 325+00,–"- 448-SAMP-026_000 —J HAROLD M. STRICKLAND i C) ce) o - +o 331+00 L9 0 0 N co •3 N o T �V( o7)co i N 8 r 280' I CHK 1608' II 260' APPROVALS a Piedmont n.t�� ,,�,� [DUKEr6121 V ENERGY. l� COPYRIGHT 2018 240' A 07/05/2018 N O JOI O AREA CODE 220' DATE INITIALS REGIONAL ENGINEER B 08/31/2018 C.P. LEGEND N o 200'CD LU ACCOUNT NUMBER PIPE LEGEND + J O Q a T1 - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL BLACK #6 o 180' a A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE TE #6 THHN WIRES IN I ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO 160' B — PIPE, NPS 12 II 140' X52, FBE/PC MM N 120' z — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, = DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE J INITIALS - 100' JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 — INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES CHECKER INITIALS D — ELBOW, WELD, NPS 12 X 0.375 W.T. 80' MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP SILT FENCE (TYP. ) O rn m ~I LO ,21+00 322+00 323+00 324+00 326+00 327+00 328+00 329+00 330+00 \ 325+00,–"- 448-SAMP-026_000 —J HAROLD M. STRICKLAND i C) ce) o - +o 331+00 L9 0 0 N co •3 N o T �V( o7)co i 280' 260' 240' 220' 0 200' 0 M 180' 160' 140' 120' 100' 80' 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK 1608' I DESCRIPTION 118' APPROVALS 1074' Piedmont n.t�� ,,�,� [DUKEr6121 V ENERGY. l� COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 303+00 - 331 +00 SAL E M B U RG N � GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% O JOI O AREA CODE O DATE INITIALS REGIONAL ENGINEER B 08/31/2018 C.P. LEGEND C.P. LEGEND JOI CKF ACCOUNT NUMBER PIPE LEGEND C 12/12/2018 ISSUED FOR 90% T1 - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL BLACK #6 T3 — INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF CKF A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE TE #6 THHN WIRES IN I ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO 02/15/2019 B — PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC MM BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. INITIALS PRINCIPAL ENGINEER JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 — INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES CHECKER INITIALS D — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE T2 — INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (—) CONNECTION TO EXISTING ABOVEGROUND. WT — WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. 280' 260' 240' 220' 0 200' 0 M 180' 160' 140' 120' 100' 80' 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS Piedmont n.t�� ,,�,� [DUKEr6121 V ENERGY. l� COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 303+00 - 331 +00 SAL E M B U RG N � GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI C14 to EXISTING GRADE 0 a - PROPOSED 12" LINE 44 8 L4' MIN. 7 7 7 280' 260' 240' 220' 0 200' 0 M 180' 160' 140' 120' 100' 80' 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY I CHK APPD I DESCRIPTION APPROVALS Piedmont n.t�� ,,�,� [DUKEr6121 V ENERGY. l� COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 303+00 - 331 +00 SAL E M B U RG N � GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI REF. DWG(S) PNG-X-448-0001011-2019-SHT 1 PNG-X-448-0001013-2019-SHT 1 SHEET(S) 12 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001012 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-026 000 448-SAMP-027 001 Q OWNERSHIP o HAROLD M. STRICKLAND cco JOHN NELSON WILLIAMS & SHERRY A. WILLIAMS o LL Q + m 623' + r m 2177' + 0) m w O ACREAGE CD o' o' EASEMENTS 25' 50' REF. DWG. NO. a a w w p p z Z Z in W p W J of U O g W Z W J Z W W Z W Z Z Ld Z C� Q U W W 04 z 0 Q Z J Z Z J W J Z Z Z J W W Q Z J J J W w W W O > W O N Z Z Z Z Z W< Q W J I-_ U) U (n LL W W W L� L� W W (n N (n W W L� m m L� U C!i p w Q J Z O � w � X J J Z to F p � p O p X J p C, p W W - J O O J - Q M in w 0- w in in w c� w in m m m w c� w a in V) a-:2 O O � M O LO 00 O) M CV 00 0) CV cy) r- 00 M C0 (7) M M M CV L0 CV I" CV 00 O CO C0 M O ON C0 O M O CV J') O I- 00 O r- O + + + + + LO LO L + r + + + + + r r 00 cy) cy)O + + + + + + + + CV 00 0) 0) CT + 0) + + + + + + + CV L0 L0 L0 C0 00 CT M M M M M M M M M M M M M M M M M M M M M M q M M M M M M M M M LO L0 L0 L0 L0 LO LO M M M M M M M O O r + O / O N p / O�- o W,O Z 00 448-SAMP-026_000 / 001 ) O II Iv X HAROLD M. STRICKLAND LILLE MARKSO26CHAPPEL Z 00 U HU Q Z W1 1 A — PERM 0.139 ac. / o .K`. \ UX CD c In —WETLAND /W11A TEMP 0.075 ac. �, W12A —TEMP 0.053 ac. PFO \ 0� - N �� � � WATTLE / � 448—SAMP-027_001 —1 � � � o (TYP.) W12A PERM 0.044 ac. 70�— — JOHN NELSON WILLIAMS & SHERRY A. WILLIAMS �l % o �� '_ EpSEMEN� �-- —� 359+00 z 0 331 +00� 332+0 0 333+00 o / PROPOSED PROPOSED 12 LINE 448 / ED 50 PERMANENTy z Q 334+00 335+00 ---- / 336+00 — — — — — - _- _--- Tl__- _ 337+00 339+00 338+0 =- - _ 0 -- /_� 340+00 40' TEMPORARY WORKSPACE ,1' --_-- --- I 358+00 / WORKSPACE 3sX00 3 5, TEMPORARY ��� 356 pp -16°' 2 — — — — - _ 341 +00 342 IROPQ�E +00343+ ,��T� 00 344+00D 25 I OSED 00 OP355+ 0 1 0 I z WETLAND PFO \ \ P — — — — 345+00 346+ T EASEMENT _ _ — 00 347+00 4 ; — 348+00 34 — 9+00 354 CE 00 I ORKSPA 353 r I . pO 'NKf W I 00 1 O 1EM — 350+00 352+ 4 \ g W11 -TEMP 0.006 ac. / � SILT FENCE (TYP.) STREAM CROSSING S10 - TEMP 61 ft. 351 +00 PROPOSED 15' TEMPORARY BRIDGE (TYP.) � W1 1A - / TEMP 0.075 ac. � W12 - TEMP 0.037 ac._ �.••�-.•�< _ _ �- EXISTING 3" LINE 37 I0 EXIST. 30' P _✓ NG PERMANENT EASEMENT — �= �� c � EXISTING 4" LINE 237/ -- — / �o - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE m o _ 0 m 225' 00 m z CD ++ 10 WTS 25' C/C O �+ z LD JOINT In m � 0 < o LENGlII LULUw 0- a � a 2800' a J cn �t �t 3 3 C.P. LEGEND C.P. LEGEND PIPE LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC WIRES ON UPSTREAM SIDE OF INSULATOR AND DOW O DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST JUNCTION BOX AND PLACE �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES CONNECTION TO EXISTING ABOVEGROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O a g 260' 260' II 240' 240' a N 220' — — 220' 200' — — 200' EXISTING GRADE 00 of LO 180' o - In � o 180 0 __j O o M M M J p 160' � 4' MIN. � 160' O PROPOSED 12" LINE 448 II 140' 140' 120' 120' 1113 100' — — — — 100' N J 80' 80' W5 i 60' 60' 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001012-2019-SHT 1 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 PNG-X-448-0001014-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 13 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ' ENERGY: r6111 Natural 'Gas E&S ALIGNMENT SHEET 331+00 - 359+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001013 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER z J OWNERSHIP ACREAGE EASEMENTS REF. DWG. NO. (448-SAMP-027001 N 448-SAMP-027_001 260' W NELSON o JOHN NELSON WILLIAMS o PROPOSED OJOHN WILLIAMS & SHERRYo o ao + & SHERRY A. WILLIAMS + MLV #1 SITE m 220' BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST N A. WILLIAMS c i U) 280' c) 50' m 79' m PNG-M-448-0001069 o_ II W a a o � PERMANENT ACCESS ROAD - C:) + O rn � C:) PROPOSED MLV #1 SITE W o 01 w x C� z LD 0 < Lu LU � N � JOINT 260' W .. II 240' OB oc W 220' BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST r in m DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. tiO 200' (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE U T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES 9�t W - ELBOW, WELD, NPS 12 X 0.375 W.T. 9�t W N 3 LU Uj ~ O x o J O Q a Ln 160' a m m m m N 0219384 DATE LWi MGR TECH REC &STD J JLd 120' MM JOI N 100' J L = J STATION ID DATE Q 80' J O WW N W 4- MO Z O N r J W W J of Uj W J Z J W U 2 U_ W Ln Q W W 0_ W L M Q O W Q = Z Z X X W O p D_ U O U W W W W 0_ [if O CD CD Ln Ln O N 00 O CD 00 O O Lf) CO M M 00 00 N M N r- 00 0) O O O + + + N N N N N N W Z cn M L0 CD CD CD O O O CD CD CD CD CD CD M M M M M M M M M M M M M o_ II W a a o � PERMANENT ACCESS ROAD - C:) + O rn � C:) PROPOSED MLV #1 SITE W o 01 w x C� z LD 0 < Lu LU � N � JOINT 260' .. LENIGG11i .. II 240' OB oc O J 220' BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST r in m DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. tiO 200' (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES 9�t W - ELBOW, WELD, NPS 12 X 0.375 W.T. 9�t W N at 3 LU 3 O x o J O Q a MATERIAL CONST. METHOD CLASS /MAOP - - - 361+00 362+0 359+00 -360+00 448-SAMP-027_001 oz JOHN NELSON WILLIAMS 448-SAMP-030 000 LARRY M. MCLAMB 2191' 50' J p W J 2 Y W 2 Ld J J (ifO O p p Of Of Of Of Of of of J W U O� L0 N CN W' N Z N J N O N O W W Of Z 2�W W WC) O O C4 Y Q Q Y U Y 2i O n J J p Q 0✓ p W J O Z J Z Z O O O Z W Q W Z = Z O Lf) W W W W W U_ W U J d '< J O O O M Z m O J W O m U m 'If O O > W O W' Q W' W' �. W' _ W W W ~ p W W W U W W W W Uj W o_ C5 3 o C5 p a 3 3 C D p z CD w 3 r 3 3 3 L) O p Of p O O O - - O O p W p _j O O O Q O w c3 a_ w ci p o' a: a: o_ a w c3 W w w a U a a a a [I: a [I: N W W M W N Ln N W M Ln N M I- W O OM � W O N W O M r- CO O M M O O N N M M N M 00 N M Ln CO I� r- W O N 00 N O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N M M M M M M M � CO r- � I Ln Ln Ln O M O O Ln CD CD CD CD CD CD CD CD CD CD CD CD I- r- r- r- r- r- r- r- r- r- r- r- r- r- r- 00 co M M M M M M M M M M M M M M M M M M M M M M M M M M M M M <<O<<�9� A —152' — \ \°'9z AP o \ 154' \ ENT — % 7. � V � \ V� V � � pSED 50' PERM � E 9+00 I 1 1'� PRo� =78+00— 3 3819" _ �Icn SILT FENCE (TYP.) / _ _ \ o c 376+00 377+00 ANENT EASEME 0 11 — _ _ —148'- — — NT 0 ______� 25' PERM — TEMPORARY ACCESS ROAD _ �_ _ — — — -� X375+00 PROPOSED �8 12, — No 3 00 ��o � 00 74+ \ X00 \ O — — HO 372 1 00 \ WORKSPACE _ TEMPORARY _ — �1 1' -Ho 0 +00 VA 371 1 00 \ PROPOSED 40 \ 37( .�— 69+0 _ — — Ho �� 368 00 3 . 43'' 367+00 \ o T -566� `bhx�o�• \ \ \ \ o �o X00 65 o0 \ 3\ l 364+00 15. 0' \ 1 \ \ 1 \ �StX G� D� 363+00 \ \ \ 0 PROPOSED 12" LINE 448 \ \ 1 1 \o \ Q � \ Q0 ! s\ 8SX0 448-SAMP-030_000 A � ,n 0 LARRY M. MCLAMB \co _ 9CONSTRUCTION ENTRANCE (TYP.) \ < & SHERRY A. WILLIAMS � 1. / I � / 198' \ WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE -TEMPORARYIMPACT ® - TEMPORARY BRIDGE WATTLE N 8 260' 2148' OA II 240' OB oc (STD)), API 5L PSL -2 X52, FBE/PC 220' BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST r N m DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. tiO 200' (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES m - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE N at 180' o LU o O x o J O Q a Ln 160' a m m m m PROJECT NUMBER 0219384 DATE 140' MGR TECH REC &STD D II 120' MM JOI N 100' z L = J STATION ID DATE INITIALS 80' CHECKER INITIALS 60' MATERIAL CONST. METHOD CLASS /MAOP - - - 361+00 362+0 359+00 -360+00 448-SAMP-027_001 oz JOHN NELSON WILLIAMS 448-SAMP-030 000 LARRY M. MCLAMB 2191' 50' J p W J 2 Y W 2 Ld J J (ifO O p p Of Of Of Of Of of of J W U O� L0 N CN W' N Z N J N O N O W W Of Z 2�W W WC) O O C4 Y Q Q Y U Y 2i O n J J p Q 0✓ p W J O Z J Z Z O O O Z W Q W Z = Z O Lf) W W W W W U_ W U J d '< J O O O M Z m O J W O m U m 'If O O > W O W' Q W' W' �. W' _ W W W ~ p W W W U W W W W Uj W o_ C5 3 o C5 p a 3 3 C D p z CD w 3 r 3 3 3 L) O p Of p O O O - - O O p W p _j O O O Q O w c3 a_ w ci p o' a: a: o_ a w c3 W w w a U a a a a [I: a [I: N W W M W N Ln N W M Ln N M I- W O OM � W O N W O M r- CO O M M O O N N M M N M 00 N M Ln CO I� r- W O N 00 N O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N N M M M M M M M � CO r- � I Ln Ln Ln O M O O Ln CD CD CD CD CD CD CD CD CD CD CD CD I- r- r- r- r- r- r- r- r- r- r- r- r- r- r- 00 co M M M M M M M M M M M M M M M M M M M M M M M M M M M M M <<O<<�9� A —152' — \ \°'9z AP o \ 154' \ ENT — % 7. � V � \ V� V � � pSED 50' PERM � E 9+00 I 1 1'� PRo� =78+00— 3 3819" _ �Icn SILT FENCE (TYP.) / _ _ \ o c 376+00 377+00 ANENT EASEME 0 11 — _ _ —148'- — — NT 0 ______� 25' PERM — TEMPORARY ACCESS ROAD _ �_ _ — — — -� X375+00 PROPOSED �8 12, — No 3 00 ��o � 00 74+ \ X00 \ O — — HO 372 1 00 \ WORKSPACE _ TEMPORARY _ — �1 1' -Ho 0 +00 VA 371 1 00 \ PROPOSED 40 \ 37( .�— 69+0 _ — — Ho �� 368 00 3 . 43'' 367+00 \ o T -566� `bhx�o�• \ \ \ \ o �o X00 65 o0 \ 3\ l 364+00 15. 0' \ 1 \ \ 1 \ �StX G� D� 363+00 \ \ \ 0 PROPOSED 12" LINE 448 \ \ 1 1 \o \ Q � \ Q0 ! s\ 8SX0 448-SAMP-030_000 A � ,n 0 LARRY M. MCLAMB \co _ 9CONSTRUCTION ENTRANCE (TYP.) \ < & SHERRY A. WILLIAMS � 1. / I � / 198' \ WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE -TEMPORARYIMPACT ® - TEMPORARY BRIDGE WATTLE 280' 50' 30' 00 2148' OA FAB m OB AO C.P. LEGEND (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DUKE Piedmont Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 359+00 - 385+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC m DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C o (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES m - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. o + o + T3% T3• + o ACCOUNT NUMBER 12/12/2018 m m m m m 280' 50' 30' 92' 2148' OA FAB AO OB AO C.P. LEGEND PIPE LEGEND PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 l...r. Lcucwu T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A- PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DUKE Piedmont Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 359+00 - 385+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A ICENERGY DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# Q RECTIFIER AND GROUND BED. ACCOUNT NUMBER 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - J r' PROFESSIONAL ENGIARCHSTAMP 9 NO. p REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS DUKE Piedmont Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 359+00 - 385+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A ICENERGY 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM Q CKF ACCOUNT NUMBER 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM L 0 STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI W Y W Z cn M CO J OD J OJ W W Z_ Z In � + W+ J JOD OD PO a_"� 0' EXISTING GRADE + w + w D n a- �3:-�3: r�0r�0 PROPOSED 12" LINE 448 7 4' MIN. 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 260' 240' 220' 200' 180' M 160' 140' 120' 100' 80' 60' 385+00 LL O c� o' CD Z Z Q H H U) z Q CL H LU 0- 0- REF. DWG(S) PNG-X-448-0001013-2019-SHT 1 PNG-X-448-0001015-2019-SHT 1 SHEET(S) 14 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001014 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - J r' PROFESSIONAL ENGIARCHSTAMP 9 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS DUKE Piedmont Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 359+00 - 385+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A ICENERGY 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM L STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI 260' 240' 220' 200' 180' M 160' 140' 120' 100' 80' 60' 385+00 LL O c� o' CD Z Z Q H H U) z Q CL H LU 0- 0- REF. DWG(S) PNG-X-448-0001013-2019-SHT 1 PNG-X-448-0001015-2019-SHT 1 SHEET(S) 14 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001014 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-030 000 448-SAMP-031 002 & 448-SAMP-032 001 448-SAMP-031 001 CARRIE ELAINE JACKSON BELL Q OWNERSHIP o LARRY M. MCLAMB N KOOBA DAIRY, LLC o LL Q + °co + 1227' m 49' + m + 325' 1- LL O ACREAGE LD EASEMENTS 50' 25' REF. DWG. NO. W z J W W of (� z O J W W W' W' W' J Wcn U U U Z W -C-4 (j 0 W W LW, � O O O M W U � J J --q- --q- --q-O 111O W O _ Y Y W U Z U U U Z Z U Z_ Cn Cn Cnof of m O O O � Z = Q m J W W W co O Dco Z J W N W W W - - - - J W Z O O H 0- W C3� W ♦Y M M M [l (n W W LWi W d :2 O O (0 00 U') M M CO CO CO CO CV II_ (0 CV CO Il- U') Cn CSS M M M M M r -O N C0 M 00 CV I- O O + CC) + + + + + + + + + + + + + + + + + CC) Cn CO CO CO I- r- r- r- 00 CV M M � � fl- fl- + 00 00 00 00 00 00 00 00 00 00 00 O CT CT M O M M O 448-SAMP-031 002 & 448-SAMP-032_001 -CARRIE ELAINE JACKSON BELL o C4,4385+Qp� PRISED 50' PER MN�SEMEN7 Q c 3zs II �, 387+00 V X11' ��z� 0 o 88 / WETLAND PFO 11'0���� ��0 NPROPOSED o 40' 7EMPp a RARY WORKSPq 9 1 1� �o \ x A A 091 2 at Z�PERM�p��" 25 G) OS�p �N_k x0 Ps Q a PROPOSED 12" LINE 448 k�� � /SNA I > <� _ �. /\ ,139, '� - �RMpN / b 448 -SAM P-030_000 9 �� �j� k0� pNG 7 448 -SAM P-031 _001 �� o KOOBA DAIRY, LLC g� g0 LARRY M. MCLAMB x�0 k / 0 �O W13 — PERM 0.552 ac. 61 w. f EXISTING 3" LINE 37 N �� -N z EXISTING 4 LINE 237 -STA. 392+02 � "� I (b D � '� o � � SILT FENCE (TYP.) / WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM -SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE D O Z O O t N O IN04 N t O t o JOINT m " m o < o LE NGTH LU �LU .. .. O 752' 848' J O O C.P. LEGEND C.P. LEGEND A PPIPEG LEGEND DS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL ELECTRODE. IRES BRINGNALR WIRESEAM DUPOF INSTALL (3)(STELBLACK REFERENCETHHN INTO d d B — PIPE, NPS THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE �n �n C — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE STATION. JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. D — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE T4 — INSTALL MONOLITHIC T2 — INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (—) CONNECTION TO EXISTING ABOVE GROUND. INSULATOR AT STATION WHEN LINE 448 COMES WT — WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O a g 240' 260' II 220' 240' a 200' 220' N 200' z 0180' SEE DWG. PNG-V-448-0001048 N 160' 0 °' N LO + wat 180' EXISTING GRADE rn c S W o r' m (0 V) 00 o w O p 140' < n &jM 160' � 4' MIN.� cn a N 120' PROPOSED 12" LINE 448 140' II 100' 120' N80' 100' c� 60' 80' 40' 60' 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 0 385+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001014-2019-SHT 1 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 PNG-X-448-0001016-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 15 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 385+00 - 401 +00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001015 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-031 001 448-SAMP-031 002 & 448-SAMP-032 001 448-SAMP-032 002 448-SAMP-031 001 CARRIE ELAINE JACKSON BELL + OWNERSHIP oo KOOBA DAIRY, LLC LARRY ERVIN JACKSON 000+0 KOOBA DAIRY, LLC oo LL O 1456' v 177' v o 355' v M 812' v LL 0 ACREAGE LD o' EASEMENTS 25' 50' 25' REF. DWG. NO. a a Q Q J = = W J O D m z J W W cn W W W W J W U J N " Q Z O Q Z Z Z w Q Q " Z Z Z LLL), W Uj J M W J J C�7 J O W J Of L'j Q r7 W C7 to 0 O M J WQQ� Z H Y Y W O U Y Z Z_ Z_ Z j O Z W W W O Z Z_LLJ of C4 H 2 J J W 0 li O. 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ACCESS CARRIE ELAINE JACKSON BELL \ / j ( ) LARRY ERVIN JACKSON 8, v A / \ / ROAD V / / o _ \ \ 466' / WATTLE TYP. Q Z N 0 = W14 - TEMP 0.100 ac. I SED PORA 40' TEMPORARY �429+00 401 +00 40 Y ROPO - -= _. _- -_ z. PROPOSED \ 0 2+00� \ P � -r'-- --- - -• 25, PERMANENT z _;._____ - __ EASEMENT 428+0 I 403+00 / \ L � / \ 419+00 420+00421 +00��422+00 423+00� 424+00 425+00 \ 426+00 427+00 -405+00 _ 418+p0 _----- +00 406+00'� 408+005 PERMANENT EASEMENT _ \ • - \ i. 407+00 Q J _ \ — 09+00 410+00 41 - 416+00 417+00 —10* � \ 1 +00 412+00 413+00 415+00 / / \ 414+00-� ROPOSED 50' PERMANENT EASEMENT \ \ ��� P EASEMENT \ \ / / T- c _ �� PERMANENT 1\ \ EXIST. W14 PERM 0.135 ac. _ NG \EXISTING 20 P \ \ I 00' i 30 PNG PERMANENT EASEMENT \ 991- -L7 g\ \ \ EXISTING 3" LINE 37 A BRIDGE (TYP.) _ —,TEMPORARY \ \ \ WETLAND PFOEXISTING 4" LINE 237 5� \ , \ � � PROPOSED 12,> LINE 448 448-SAMP-031_001 KOOBA DAIRY, LLC \ / A < \ \ �5Z V0 150' ',0g/ WETLAND PFO / A \� \ V \\ \ VN�S \ 8 \ y \ \ \ \ _ \ V A \ O&Z 8sZ qsz\� V A \ \ \ \ WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE U) 0 225' z o N o o+ `+ 10 WTS 25' C/C o+ z H LD JOINT N V � 0 <LU D LEPI(7TII � LU n n O 752' 2448' J C.P. LEGEND 3 3 LEGENDPIPE LEGEND C.P. T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE TI -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEC, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (E CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. - WT WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED O O a 240' g 240' w J II 220, M 220' e Z OC Q 200' Z O 200' UN a 180' HDD 3 Q J M + w Lg CD 0 Ln of , ) 0 180' N x + w EXISTING GRADE `a ~ ti SEE DWG. PNG-V-448-0001048 w + O� + N z O N 160' c0 cn CNJ �' 160' W 0 = o - 0 W O p v J 140' PROPOSED 12" LINE 448 4' MIN. 140' J p a � a 120' II 120' 100' 100' U N 80' 80' c� 60' ft 60' 40'40' 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001015-2019-SHT 1 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 PNG-X-448-0001017-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 16 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 401+00 - 429+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001016 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENGIARCH STAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-031001 448-SAMP-033 001 448-SAMP-034 000448-SAMP-033 001 448-SAMP-033 002 OWNERSHIP Uo KOOBA DAIRY, LLC v MICHAEL SCOTT MCLAMB & CHRISTINE WENRICH MCLAMB + KOOBA DAIRY, LLC 0' MICHAEL SCOTT MCLAMB & CHRISTINE WENRICH MCLAMB LO MICHAEL SCOTT MCLAMB & CHRISTINE M. MCLAMB o LL Q v m 745' v 552' v m 172' v o 686' v rl- 645' v LL 0 ACREAGE LD X w EASEMENTS 25' REF. DWG. NO. J J Of J (� Z W W Ln W � Z Z J W 'n W W Uj U ^ W W U Z W J J Z U U U Z_ Z 0 Z W Z J W � J W Z J W O_ O_ W � Z Z Q� �'-� J W J W W N d d W W ^ J Z � W O Y Y Z U ZLLJ Z C0 U U UU U L0 U. C7 00 C) LUZ Z_ U U Z = Z J Z J Z O H W W W W LLI _j 2 of Of W Z Z M LWT J of W m m W 0' W 0' W W W 2 H Z W J O W Z O W N U J W LLJ W F_ Z d D_ Q - - Q Q J � Q _ W J W W' J W W' J X X Of J Z W O O X � 0 W W OL' 0- W W 0- W M W W M Fn W W W p C3i U 2i W U 2i (n W :2 O O (0 C0 I- 00 0) CV 00 r, CO Ln CV M M M r� O M t Ln M O � Ln � O O Ln 0) 0) t0 r- 00 O CV M M t t I- r- CV CV I- r- C» O CV CV L0 CD + + + + + + + + + + + + + + + + + + + + + + + + + + + + ± + CA C0 C0 C0 M M M CO I, r, r, CO CO CO CO CO 0) M M M O O O O C0 I- N M M M � � � � � 't 't 't Ln Ln Ln Ln Ln Ln r _ WETLAND PUB �� �� �� 0 X66 /�62 _ O N o 0Q0 0+ o 448-SAMP-033_001 \ / MICHAEL SCOTT MCLAMB & STA. 446+88 C J WETLAND PFO o w o - N o CHRISTINE WENRICH MCLAMB II wo z 00KOOBA 448-SAMP-031_001 W15 - TEMP 0.023 ac. 448-SAMP-033_002 DAIRY, LLC / MICHAEL SCOTT MCLAMB & U') o d- C) O o v'- Q0 160' CHRISTINE M. MMB / �� N �� — — f WETLAND PEM �/ PROPOSED 40' TEMPORARY WORKSPACE O� 62 00 z d- x �z W16 -TEM P 0 010 ac PERMANENT EASEMENT 45' ' PERMA � PROPOSED 2 5 � , PROP � � < z o n, _ 11� +00 445+00 46+00 444 443+ 00 -- +00 — — — 00 442 — 441+ ,x— 435+00 436+00 437+00 438+ 00 439+ 00 440 +00 _ — U� 50+00�� z 429+00 430+00 431 +00 432+00 433+00 434+00 X448+00 /, 449+00 451 +00�= 452+00 453+00 454+00 455+00 456+00 457+00 z — — — — EXIST. 30' PNG PERMANENT EASEMENT 43' �_ - _#__- —160' / 7=77 EXISTING 3" LINE 37 W15A - PERM 0.059 ac. � STA. 447+35 C R / W15A - TEMP 0.052 ac.7 PROPOSED 40' TEMPORARY WORKSPACE EXISTING 4" LINE 237 / / �S-' �� / ^ STREAM CROSSING �� _ � PROPOSED 12" LINE 448 � / � � � , � / / �, D26C – TEMP 227 ft. z 141' L /448-SAMP-034_000 � � / 1 � / TEMPORARY BRIDGE (TYP.) KOOBA DAIRY, LLC WATTLE (TYP.)� i / SILT FENCE (TYP.) STREAM CROSSING- 150' S13 –TEMP 65 ft. � .164 WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE C C z o 00 L o o+ °+° + o+ z o JOINT rn v v v o < LE NGTH o LU �LU .. .. a � a 2800' a J in �t �t C.P. LEGEND C.P. LEGEND PIPE LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO TAKE OFF FOR LINENSULATOR d d THHN WIRES ON UPSTREAM SIDE OF I AND (2) WHITE #6 THHN WIRES IN TE B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE STATION. JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O a g 260' 260' ell 240'240' '-j: a 220' Uj a_ bi 220' LL Q 200' — a_ 200' tiO �c�Coc� 0 cq z W z N 4 180' o o EXISTING GRADE v~i N r- of 0 180' J O = X � X ILL, w + w Q J O D p 160' - � 160' p - PROPOSED 12" LINE 448 4' MIN. a 140' 140' II 120' 120' N100' 100' J 80' 80' W5 i 60' 60' 429+00 430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 457+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001016-2019-SHT 1 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 PNG-X-448-0001018-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 17 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ' ENERGY: r6111 Natural 'Gas E&S ALIGNMENT SHEET 429+00 - 457+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001017 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-033_002 448-SAMP-033_003, 448-SAMP-033_005, 448-SAMP-035_001 & 448-SAMP-035_003 448-SAMP-033_003, 448-SAMP-033_005, 448-SAMP-035_001 & 448-SAMP-035_003 448-SAMP-036_00 r FANN FARMS LAND PARTNERSHIP, LLC rn Q OWNERSHIP o 0 MICHAEL SCOTT MCLAMB m & CHRISTINE M. MCLAMB o PROPOSED HARNETT CHURCH FANN FARMS LAND PARTNERSHIP, LLC N MILTON M. LUCAS o & VIRGINIA D. LUCAS o LL Q + 1 v + O 303' v + v 494' v + ROAD RS SITE Ln 95' v + Ln 929' v + r- 179' v w 0 ACREAGE c� o' o' EASEMENTS 25' 50' REF. DWG. N0. PNG-M-448-0001031 a O Uj w w CV � � � of W � U � Uj 0_ ~ W N D d (n W II W W J O O O) CN o Q of o U Z 0_ 0- W d Z N � Q O � r, r W a) 00 (n C4 UJ Uj J 00 � 2 2 2 Co J Z Uj CD z Z 0 O O 0')Z N Z Z 0_ W CO J J Of J O O Z W O U J Co O U O M J US U2 Z C] W C 7 Q C 7 p) W W O_ p W O O O(if w 00 0Z 3 0- O .S Y Q Q Y W Y 2i p W U W Y Y W Z W O_ d W J U W 0- W O H W 0 Lf) U. C.7 U Z_ U � 00 M - U. J Of Of O Q Z O M 0 W J U U Q Q O O Q Q Q J ZC)f Q Z Z J W Z � J J J E M U Q W O d W Q W W W Q Of W W m > m m m Q Q m 0_ O] U Q W W U) w w W w W W w W W U C7 O C7 N W N Z W O �i W �i cn W �i Q � W � 0 J r Q Uj ~ Uj a-O ~ — Z — m J Cn Q O m X X w � O O Q Of O 2 O Z X � O O X O w > > O � Q U U O O O Uj O Uj Z Uj O O w c3j w a_ w o w W ED o_ U o_ o_ U) a_ w a w o- o- w w 0- 0- U w c� w U o- a a U) w a_ O 00 N CD U) M 00M CD t O r, M t N O r- r- r- ;0 M LO O N N M N O N N N C4 O U -)r- N O O M N - r- 00 O N N M r- O M r- O 0) M LO00 Cn 0) 0) 0) O N M M M L0 L0 0) to r- 00 0) N In O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I� r- 00 00 00 00 0) 0) 0) 0) 0) O O O O N � LO LO L0L0 U -) U -)U-) C0 Co Co Co Co Co Co Co Co Co Co r, -q- -q- U-) U') U') L0 L0 L0 L0 L0 U-)L0L0 U-) U-) U -) (0C0 O O O O O O O O O co co co co co co co co co co co co Co r- r, r- r- r- r '--V�— 74' 59 I I I 75 64 I I 448-SAMP-033_0 � , 4 � -SAMP-033_005, SILT FENCE (TYP.) �j 448-SAMP-035_001 & 448-SAMP-035_003 FAN FARMS LAND PARTNERSHIP, LLC I PROPOSED RS SITE X29 STA. 465+37 C �\ I c Oo d N o 00 a c II � o 15• n nCIDo WETLAND PFO Ln 466+_00 460-�,13' � WATTLE (TYP.) 44' -144' 0 68,1- 00 o W17 -TEMP 0.365 ac. �PPCE 46,9 00 a a O bNk/ �(�� CONSTRUCTION 4>p� p p M P PRS �oR 9.0 oo 0) — _ -0�OR / 17°�x/ ENTRANCE (TYP.) 9.0 o r� / p�0 �kQ j��/ /-�/ ��� '•�_ _ �0 0 PROP o ��° / y 472 �" , OSFD a 0 448-SAMP-033_002 I z o = QO`'� x/" �— �, 1 , oo to 0 MICHAEL SCOTT MCLAMB / PRO / �N� x/ / �� p Z / i +pp ,� 0 Te o � o CHRISTINE M. MCLAMB k0� /SSM �/ /// 0 fn �/-_ �,� - MPp Z & o Rq w so N/% LIMITS OF DISTURBANCE (TYP.) Q a- J /�RMPNEN /�� -_7 \ = IX / �� �� 40�_ k03 Q ��p 5� /� �N PROPOSED 12" LINE 448 6�4 Q Z / OPO I - �S� D" W17 PERM 0.541 ac. Opp., � a k00 / PR 11 41> STREAM CROSSING 0 457.+00 kEXIST. � cS15 - TEMP 54 ft. 458+00 /�5°� a I WATTLE (TYP.) ' 0 ��/32°� 30' PNG PERMANENT EASEME �' �, T � TEMPORARY BRIDGE (TYP.) PROPOSED 25' '� ERMANEN7 EASEMEN� / 448-SAMP-036_00 150' / EXISTING 3" LINE 37\ / STA. 458+75 © EXISTING 4" LINE 237 / — — MILTON VIRG NIA DM. �UCAS LUCAS �� _ WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM -SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE 0 0 M + + + 0 525' v0 z 0 L N m N o+ + `+ + �+° (+° T3 22 WTS 25' C/C 0 0 + o JOINT r- LO CID v v v v v o < ED o LENGTH LU �LU .. .. O 852' 9' 101' 1038' a AO FAB OB AO 3 3 C.P. LEGEND C.P. LEGEND PIPE LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T'� INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL ( BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d I B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE TE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O N g 260' 260' 240' o � 240' ell w w z z = a220' Uj bi Z of 220' N200' z z z 200' Q 180' OD 0) W O N Cr +1 180' GRADE LU = o 000L rn� w w �o �m _ W �' EXISTING 0 w 160'0 NEW a a160' 0 a 140' PROPOSED 12" LINE 448 -4' MIN. 140' II 120' 120' U 100' 100' N QJQ Li 80' 80' 60' 60' 457+00 458+00 459+00 460+00 461+00 462+00 463+00 464+00 465+00 466+00 467+00 468+00 469+00 470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001017-2019-SHT 1 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 PNG-X-448-0001019-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 18 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ' ENERGY: r6111 Natural 'Gas E&S ALIGNMENT SHEET 457+00 - 477+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001018 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER z J d OWNERSHIP ACREAGE EASEMENTS REF. DWG. NO. w x LU J_ LL O n, a - MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP 448-SAMP-036 00448-SAMP-037 000 448-SAMP-038 001 448-SAMP-037 000 448-SAMP-038 001 o rn LO TYSON HONEYCUTT o JIMMY VAN WEST o o MILTON M. LUCAS &VIRGINIA D. LUCAS m TYSON HONEYCUTT &FRANCES HONEYCUTT o JIMMY VAN WEST &ALICE B. WEST v m o + + + & FRANCES HONEYCUTT m & ALICE B. WEST cn r- 00v 439' 1668' v 338' LO 223' LO 132' oO 50' 25' CD CN - —W W W p w J 0_ 0_ LLL" U LL.T U Li U Z _ z z z Z J Z Z Z J Uj J Uj J LWi W U Y M Y U U W O O O W W W W W W W J `Z ZQ = LQQ-1 Z Z Z Z_ U U Z_ Z_ � Z_ Z LJi 0] W m U_ �i LUj Wi J N W W J J W �i W �i W �i W J = O_ U) d W O FJ p U _j � � W Z Z W W O CD O U O U U W U M W W V) C3j 0- C3� � (n W (n � d W W � � 0_ 2 0_ 2 0_ 2 W Q X Z J p p J X J � w w Of O � O � O w O Q O M M � 00 M M M r- co r- r- 00 U')N r- L0 00 � O O O) CD M M Cn Cn L0 CID O O 00 00 O O CD I, O + + + + + + + + + + + + + + + + + + + + + + + + r- r- 0) ON N M M -q- -q- -q- N 00 00 M M L0 r- r- r- 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O) 0) 0) O O O O 1 \ \ \ \ \ \ \ \\\ \\\\ \ I \ \ \ \ \ \ \ \ \ I I I \ \\ I 1 1 \LO \ , \ \ \\\\ \\\ / I / o \ W17 - TEMP 0.365 ac. \ \ \ \ \ \ \ I I o 0 \ \ \ \ WETLAND PFO \ \ \ \ \ \ \ \ \ I ILU o \ \ STREAM CROSSING \ \ \ \ \ \ \Z 00 I \ \ \ \ S 1 6 -TEMP 105 ft. U X \ \ \ \ \ \ \ \ \ \ \ \ \ I az \ \ \ \ W17 -TEMP 0.365 ac. \ \ \ I I \ \ \ I — \ \ \ \ \ 448-SAMP-037_000 \ \ � \ J Go 00 00 L TEMPORARY BRIDGE (TYP.) \ \ \ TYSON SHONEYCUTT & / \ \ \ \ �� �� = J J J ` \ \ F PROPOSED � � � FRANCES HONEYCUTT � � � � 1g PROP \ \ 10' TEMPORA SILT FENCE (TYP.) \ I \ PROPOSED 12" LINE 448 Z /- Z /PROPOSED 40' TEMPORARY WORKSPACE 477 Ry I / 505+00 +QO WORK V \ WATTLE (TYP.) �\ 504+00 �\ SPACE / \ �\ \� \ 502+00 503+00 47g+ �� � � \� \� +00 00 \ \ I I �\ \ \� �,� MENT +00 501 _ SE \ � 0 �47g+0p -- \ PROPOSED 2iy �RMANENT EA 498+00 499+00 50 \ — 4g - \ 496+00- \— — — — P O+Opp - -. \ +00 495+00 X497+00 - -- \ 4 ROP � -49 o SED � , 48 \ \ 1 +00 _ so' P � ,+00�, 1 +00 / 492 - -ERMA - 0+00 49 , — — / NE 4 49 \ 1:100 NT 82+ 489+00 / — — — EAs 00 8+00 _ 7- N 00 — EMENT 483+0 486+00 487+00 48 / W17 - PERM 0.541 ac. O 484+00 485+00 -' — o / EXIST. 30' PING PERMANENT EASEMENT / �t o LLJz ---_ - I jV —\ 13' 448-SAMP-038 001 JIMMY ALICEAN WEST WEST & Z I 448-SAMP-036_00 s ���� \ EXISTING 3" LINE 37 , � \ a I I W17 - PERM 0.541 ac., \ i MILTON M. LUCAS & EXISTING 4 LINE 237 i IVIRGINIA D. LUCAS \ \ , ,v1� o - N (_o c O �� / / o dp o y Q0 �9 0� �� A� "0� y y y fl o - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT --STREAM SILT FENCE -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE m + L0 r- r- 00 o v 275' o o ++ 13 WTS 25' C/C + v LO 260' 240' 220' 200' 180' o 160' � 140' 120' 100' 80' 60' 477+00 2800' DATE REVISION(S) DESCRIPTION BY C� z C.P. LEGEND � LD C.P. LEGEND JOINT A -PIPE, o < X52, FBE L ENGTH ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO Lu cn w .. (STD)), API 5L PSL .. THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. O J MSS -SP -75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES C� - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# CKF W RECTIFIER AND GROUND BED. W INITIALS 3 D 3 LU J_ LL O n, a - MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP 448-SAMP-036 00448-SAMP-037 000 448-SAMP-038 001 448-SAMP-037 000 448-SAMP-038 001 o rn LO TYSON HONEYCUTT o JIMMY VAN WEST o o MILTON M. LUCAS &VIRGINIA D. LUCAS m TYSON HONEYCUTT &FRANCES HONEYCUTT o JIMMY VAN WEST &ALICE B. WEST v m o + + + & FRANCES HONEYCUTT m & ALICE B. WEST cn r- 00v 439' 1668' v 338' LO 223' LO 132' oO 50' 25' CD CN - —W W W p w J 0_ 0_ LLL" U LL.T U Li U Z _ z z z Z J Z Z Z J Uj J Uj J LWi W U Y M Y U U W O O O W W W W W W W J `Z ZQ = LQQ-1 Z Z Z Z_ U U Z_ Z_ � Z_ Z LJi 0] W m U_ �i LUj Wi J N W W J J W �i W �i W �i W J = O_ U) d W O FJ p U _j � � W Z Z W W O CD O U O U U W U M W W V) C3j 0- C3� � (n W (n � d W W � � 0_ 2 0_ 2 0_ 2 W Q X Z J p p J X J � w w Of O � O � O w O Q O M M � 00 M M M r- co r- r- 00 U')N r- L0 00 � O O O) CD M M Cn Cn L0 CID O O 00 00 O O CD I, O + + + + + + + + + + + + + + + + + + + + + + + + r- r- 0) ON N M M -q- -q- -q- N 00 00 M M L0 r- r- r- 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O) 0) 0) O O O O 1 \ \ \ \ \ \ \ \\\ \\\\ \ I \ \ \ \ \ \ \ \ \ I I I \ \\ I 1 1 \LO \ , \ \ \\\\ \\\ / I / o \ W17 - TEMP 0.365 ac. \ \ \ \ \ \ \ I I o 0 \ \ \ \ WETLAND PFO \ \ \ \ \ \ \ \ \ I ILU o \ \ STREAM CROSSING \ \ \ \ \ \ \Z 00 I \ \ \ \ S 1 6 -TEMP 105 ft. U X \ \ \ \ \ \ \ \ \ \ \ \ \ I az \ \ \ \ W17 -TEMP 0.365 ac. \ \ \ I I \ \ \ I — \ \ \ \ \ 448-SAMP-037_000 \ \ � \ J Go 00 00 L TEMPORARY BRIDGE (TYP.) \ \ \ TYSON SHONEYCUTT & / \ \ \ \ �� �� = J J J ` \ \ F PROPOSED � � � FRANCES HONEYCUTT � � � � 1g PROP \ \ 10' TEMPORA SILT FENCE (TYP.) \ I \ PROPOSED 12" LINE 448 Z /- Z /PROPOSED 40' TEMPORARY WORKSPACE 477 Ry I / 505+00 +QO WORK V \ WATTLE (TYP.) �\ 504+00 �\ SPACE / \ �\ \� \ 502+00 503+00 47g+ �� � � \� \� +00 00 \ \ I I �\ \ \� �,� MENT +00 501 _ SE \ � 0 �47g+0p -- \ PROPOSED 2iy �RMANENT EA 498+00 499+00 50 \ — 4g - \ 496+00- \— — — — P O+Opp - -. \ +00 495+00 X497+00 - -- \ 4 ROP � -49 o SED � , 48 \ \ 1 +00 _ so' P � ,+00�, 1 +00 / 492 - -ERMA - 0+00 49 , — — / NE 4 49 \ 1:100 NT 82+ 489+00 / — — — EAs 00 8+00 _ 7- N 00 — EMENT 483+0 486+00 487+00 48 / W17 - PERM 0.541 ac. O 484+00 485+00 -' — o / EXIST. 30' PING PERMANENT EASEMENT / �t o LLJz ---_ - I jV —\ 13' 448-SAMP-038 001 JIMMY ALICEAN WEST WEST & Z I 448-SAMP-036_00 s ���� \ EXISTING 3" LINE 37 , � \ a I I W17 - PERM 0.541 ac., \ i MILTON M. LUCAS & EXISTING 4 LINE 237 i IVIRGINIA D. LUCAS \ \ , ,v1� o - N (_o c O �� / / o dp o y Q0 �9 0� �� A� "0� y y y fl o - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT --STREAM SILT FENCE -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE m + L0 r- r- 00 o v 275' o o ++ 13 WTS 25' C/C + v LO 260' 240' 220' 200' 180' o 160' � 140' 120' 100' 80' 60' 477+00 2800' 260' 240' 220' 200' Cl 180' 0 0 160' U) 140' 120' 100' 80' 60' 478+00 479+00 480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00 505+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK C.P. LEGEND PIPE LEGEND APPROVALS C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# CKF PROJECT NUMBER RECTIFIER AND GROUND BED. DATE 260' 240' 220' 200' Cl 180' 0 0 160' U) 140' 120' 100' 80' 60' 478+00 479+00 480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00 505+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS Piedmont mf [DUKE r6111 n�-..t�5 *'ENERGY. �7 COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 477+00 - 505+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM co 4- L -)j STATION ID PROPOSED EXISTING GRADE 12" LINE 448 z INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI MIN. 260' 240' 220' 200' Cl 180' 0 0 160' U) 140' 120' 100' 80' 60' 478+00 479+00 480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00 501+00 502+00 503+00 504+00 505+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS Piedmont mf [DUKE r6111 n�-..t�5 *'ENERGY. �7 COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 477+00 - 505+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI REF. DWG(S) PNG-X-448-0001018-2019-SHT 1 PNG-X-448-0001020-2019-SHT 1 z Q a w J_ LL 0 Of a SHEET(S) 19 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 ISUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001019 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-038 001 448 -sAMP -039 000 448-SAMP-038 001 448-RERT-007 001 Q OWNERSHIP o o JIMMY VAN WEST &ALICE B. WEST m LO o c0 JOSEPH ESTEL ROYAL ao & CATHY EDGE ROYAL rn o JIMMY VAN WEST &ALICE B. WEST + REBECCA SPELL WILLIS O & VIRGINIA SPELL LUCAS O LL O + Ln 753' + N + N 13' �)_ + Ch 119' + i� 24' Lo 708' LO + N 1083' LO LL O ACREAGE c� o' o' EASEMENTS 25' 50' REF. DWG. NO. J >>Of Of Of(Wj bi U Z J CV O J M O J W In r W W 0_ �j O O C� UUj _ Z W W J W J U 0_ 0_ 0_ W 0_ W J Li W J U Z Z J O J W J J O J J Z } Of Ld of W Z OLd r, M J - JLn Uj L0 LLJ ry O J O Z O OZ Z_ U d J Z_ O Z_ Z UU W W W U UU Z Z Z Q Z Z Z Z O O Z = Z Z Q J J M Z L.� W J Ln J W W J O � 2 Q W O W W Q J W W J Q J W O W L.� W W W cn M Li W C) w c) W U W J L.� W Li 2 Q U) U W O W W W cn W W 0- 0- W U W W W �i �i J O W W O O W Z C.� O � W U U > > d W d W W N m N Ci W Z J J O J W 0- W � 0_ O_ O cn ~ U � J D _ U) = O O O w O — � Of Of � w O cn 0 a a_ o- =� a � M M � W w c� D _j w J > > � O O � O � O — J Q w w W in U U a U � � a c� � p � a in m — a a c3i — J O J Q a Fn U c.>j U) :2 O O � MO N O O M co 't 't M 00 O N 00 O O 00 00 O Ln cD ON N 't 't M co r, 't Ln N M O Ln 00 0) -0- O -0- O M Ln r� � 00 00 O O O N -I- -I- O N � O O r) N O M 0) O O r 0) ; O + + + + + + + + + + + + + + + + + Ln O Ln Ln Ln LD O LD r -N N N M M M M + + + + + + + + + + + + + + + + + M M M M M M M + + + O M + + + + + + 00 O O O N O O O O O O O O N N N N M M M M r) \ 448-SAMP-039_000 STREAM CROSSING S17 - TEMP 119 ft. I _ -- STA. 528+62 DO o a o JOSEPH ESTEL ROYAL & CATHY EDGE ROYAL g 1 00 `' S27+QQ 52 N I / 526+Q— 90* =II N ROpoF�\1S. J _ 5�00�i TEMpo 1 1� 525�p0CID oprL70 -=_ 524+00SO \ pRKSPPc� p 525+p0� � � ��_ W 1 8' 522�Q I I cr J Q S RgRY 06 11'0/�ks t STREAM CROSSING \ pR� ��opo? 52� �QO o 448-RERT-007_001 0 0 PACE ' \ S17 - TEMP 119 ft. q0 �j`L� A ,+ REBECCA SPELL WILLIS I p o / \ N 50��0 \ pPpSEO ) \ PR 1gkQ0 &VIRGINIA SPELL LUCAS I 25 50411 1 _ C58 cA 0 \ S09 �2S' peR ee ti \ X00 MgNFN I SILT FENCE QO (TYP.) k / P /MPNEN / 50 —Cn // \ + \ V >c \ �> \ \ S�00�� 5^,� S�OkQQ o —�82'— 0 512+00 v�0 30 p 15• 5A,()()/ 1+00 iiiii�22*000102 \ 190' � p 532+003+00 PNGX-448- EXISTING 4" LINE 237 NoA o EXISTING 3" LINE 37 pERMq FN\ STA. 514+40 © PROPOSED 12" LINE 448 �� o S EMEIVT \ TEMPORARY BRIDGE (TYP.) N 448-SAMP-038_001 JIMMY VAN WEST &ALICE B. WEST / WATTLE (TYP.) TEMPORARY ACCESS ROAD < g2 Ncc 180 V 182 / - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE C D O O O + N O ON Z LD JOINT co o < o LE NGTH LU �LU .. .. a � a 2700' a J U) �t �t C.P. LEGEND 3 3 PIPE LEGEND C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCS 40 (STD)), API 5L PSL -2 X52, FBE T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 r 280' 280' =II 260' 260' a N 240' 240' 0 220' Uj 220' o o W W 200 o a 200' EXISTING GRADE p = + o o Ln a- Ln n (j (j1 L1 c J J p Q a 180' C c+i 180' o a N 160' PROPOSED 12" LINE 448 4' MIN. 160' II 140' 140' N120' 120' J ft 100' 100' 80' 80' 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001019-2019-SHT 1 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 PNG-X-448-0001021-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 20 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 505+00 - 532+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001020 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-RERT-007 001 448-RERT-007 004 448-SAMP-038 006 448-RERT-007 004(448-SAMP-041 001 Q OWNERSHIP o REBECCA SPELL WILLIS & VIRGINIA SPELL LUCAS 00 SYLVIA P. WILSON m WENDY SUE OWENS BUTLER o3 SYLVIA P. WILSON m KAY BAGGETT WARWICK o Q LL + N 0 538' + r- LO + 0) 198' LO + 244' LO + m 151' LO + 00 468' LO w O ACREAGE c� o' EASEMENTS 50' 25' REF. DWG. NO. W U J J W Q ofJ Z Of ^ -cy) 10W - LD J = N O_ W 2 W W J J J W W J ^ ^ - N D_ Z z_ z_ Z O U z Z O M J W J J J W Ln O O Z Y Q O_ O_ J O Ln J J00 00 C)LLJ � O J J O O Q Y U L0 4 W � p 0) p O J � _ Z W of Of Of OfQ O W Z Z 00 00 Z p Z = Z Z Z 2 O Q W J of o Q U Q J J LLJ Ln Ln (O WO_ Wd m m Q (/� U O Z G_ Z W W W p m W O_ 3 3 3 Q OL C, 2 CJ W m W Q N N O_ = O 0_ Q > > W O O O O M p 0- W H C!) Q - Q D_ m Q O O O O O m 0_ 0_ 0_ � W D O J O O O Of 0-' - - - O O G✓ Q C3j W (n Of 2 2 0_ O_ d d D_ O_ 0_ C� D_ O O L0 O N N 00 M 00 OLn m (0 r- (0 r 00 00 M L2 LD 00 O 00 ^ 't 't o- N 00 O U) O O N M O M L0 M M Lf) 0) r) 00 M I r, r, p + + + N ('4 N + + + + + + + N N M M M M M + + + + + + + + + + + + + + + + + + + + + 4- L0 L0 Co I- cy) cy) 0) O n n n n n � 00 M M M L0 L0 L0 M M M M M M M L0 L0 L0 L0 L0 Ln Ln M M M M M M M M M M M M L0 Ln Ln Lo Lo Lo Lo Lo Ln Ln Ln Ln Ln Ln Ln L0 Ln L0 Ln Ln Ln 448-RERT-007_001 / REBECCA SPELL WILLIS & - SILT FENCE \ �� �Z / ( ) �P' \ VIRGINIA SPELL LUCAS y `32X� O 0 \ CONSTRUCTION ENTRANCE (TYP.) N � A II �\790 2 �0 \ 448-SAMP-041_001 I KAY BAGGETT WARWICK _'0 �— p N 448-RERT-007_004 0 SYLVIA P. WILSON Nat 190, \ / / ACSFo\ l X p�\ \ 01 TF % T Moo���� OLo o00 \ �� ��o Mq�F�T �X�O _ o��sA STA. 542+53 © 5��x0 �`�okcv �SFqoF� �0 h�crvo�� <C/ p� / J�� �� C) S38 5�4+�0 15 tp T - _� / _ / \ / �XQ 0 \ / \16° \ T Q� 3� 542, EXISTING 3" LINE 37 f "8Z �0\ 5�1 +00 �o \�\ — 540+00 / EXISTING 4" LINE 237 \ \ / PROPOSED 12" LINE 448 o \ & �\ \ 448-SAMP-038_006 v � \ 15' 15' � �G P� \ WENDY SUE OWENS BUTLER - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM -SILT FENCE ®- TEMPORARY BRIDGE WATTLE TEMPORARY IMPACT ar. m m z C o + Ln LOv + T3 + o + z00 o JOINT 0 LO LO 0 o < .. o NGTH LE .. �LU a O 159' 82' 1359' a O O O ai. ai. C.P. LEGEND 3 3 PIPE LEGEND C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d �n �n THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEC, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O p N 8 r 280' 280' II 260' 260'� O a N 240' 240' 220' w _j220' ? N 0ti �0 = of LU at = 200'o o r7 3:'t O n 2 �' n N �' 200' o w EXISTING GRADE JQ a 180' Ln � 180' J p 4' MIN. II 160' PROPOSED 12" LINE 448 - 160' 140' — 140' U3 N 120' - 120' J 100' 100' a 80 532+00 80' 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 545+00 546+00 547+00 548+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001020-2019-SHT 1 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 PNG-X-448-0001022-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 21 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 532+00 - 548+00 REC & STD SAL E M B U RG N C PNG —X-448-0001021 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM PROFESSIONAL ENG/ARCHSTAMP STATION ID DATE INITIALS PRINCIPAL ENGINEER COPYRIGHT 2018 , GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-041 _001448-SAMP-041 _001 448-SAMP-042_001 448-SAMP-042_002448-SAMP-043_000448-SAMP-044_001 448-SAMP-045_002 Q OWNERSHIP o o + N KAY BAGGETT WARWICK N + PROPOSED LINE 449 m + 0) KAY BAGGETT WARWICK No + K& T FAMILY ao FARM, LLC K & T FAMILY FARM, LLC 0) K & T FAMILY FARM, LLC r- K& T FAMILY ao O LLC + K& T FAMILY O o FARMS, LLC + LL co m LAUNCHER SITEM 0) O m N , I- co w LLn 522' L`nn 43' L`nn 564' L`nn 79' LCOn 386' LLOn 877' Lrn 137' Lrn 192' LO 0 ACREAGE c� EASEMENTS 25' 50' 25' REF. DWG. NO. PNG-M-449-0001028 co o � w Q w Y ofZ W of Z 0 Z OLO mO co W W Q of < Uj Q O J(n (n o = Z Z Z Ow O n 0- J Z W NZ V) Q V) O J J J W ZZO W of 0WO Q Q ZWo w O W W W N W c0 QO O _ = 00 10 LLj p W LLILLI LLJW W J W O U Ln Z N Z Z Z W=O O QQ Q J Q Q Q ON Of J J J r7 LLj Of Of M LLj O m w w O] W W w W w 0] O= 0- O_ O_ O_ O_ O_ O_ O_ O_ H U) U U W U O w W W D W W W 0 W U Z � N Z Q C, N C, O_ Q 3 O O O O_ O O O O 0- N O_ O O O O_ W W W 3 3 J Q _j J 4 Q — — — = J (!i w L=LI X w O O O � O O O O 0_ 0_ U O � 0_ 0_ � O 0_ O O O O O O � � W w w w W U a � U w c� c� w � � U c� o_ U a a o_ U � U o_ o_ U o_ c� � o_ o_ c� � o_ o_ U (if in U C:;�j �w � O Ln M N M Ln M � M O Ln M CO � M r, `t Ln co I- Ln I- 0) O (0 M O 00 o- CD 0) Ln 00 0) O t I, M N O 00 O t rl- 0) Ln M O O r,N CO 00 0) Ln � 0) N M Ln Ln Ln Ln t0 0) N M Ln O 0) (0 I� 0) O O O N M -I- M -I-r- r- r- r- 00 0) O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 00 N M M M M M M � � � Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln 0) O 0) 0) 0) O M N N M � � � � � � � � Ln Ln Ln Ln Ln Ln Ln Ln C0 0- Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln C0 C0 r- r- r- r- r- r- r- r- r- r- r- rl- rl- rl- rl- r' r' r - Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln '\\\ <v 448-SAMP-044_002 ���� E SPELL �p AA NS. �G &LCYN HILEN SPELL�O� CO 448-SAMP-041_001��� ����z�� o KAY BAGGETT WARWICK QQ STREAM CROSSING �p S a ai��� �� �� �� — �;r.�._ D33 - TEMP 126 ft. 1.448-SAMP-043_000 6� Ly II /Q�` 448-SAMP-041_002 K & T FAMILY FARM, LLC WETLAND PFO 2 Q RICKY S. BLACKBURN & STREAM CROSSING O. 9� 176' QZ SILT FENCE (TYP.) / SHARON J. BLACKBURN STA. 554+59 D D32 - TEMP 202 ft.00 a L4 I STA. 552+75 C� \ CONSTRUCTION / - -n SED 40' TEMPORARY WORKSPACE _ 548+� pR 00 1 / / PROPOSED 12" LINELo O OS ENTRANCE O PR 576+00 575+00 _. \ ,� — MID.) \ I NT +00 573+00 I� 574_+,�. ILII 549 pERMA I \ \ , ITT I ITT ENT EASEMENT 572 0 �` '�f IT I N 0 � . .�`� ��, �POSED 25' PERMANENT 570+00 571 +0 IFU 569+00 +p0 �Eti1E11 Q a 55 I POSES sEM� 00 S +00 568+00 ___WATTLE EXISTING 3" LINE 37-\52+00PER65'� x 57• \ 0 5+00 EASEMENT 0 564+0 EA (TYP.) y z 5 EXISTING 4 LINE 237 � 32' h 0 562+00 563+00 � EXIST. 30' PNG PERMANENT \ � \ � 53+ � O STA. 555+97 © 448-SAMP-044_001 560+00 561 +0 �� K & T FAMILY FARMS, LLC 556+00 557+00 558+00 448-SAMP-045_002 o K & T FAMILY o N FARMS, LLC o 559+00 PROPOSED LINE J EXISTING 3" LINE 37 TEMPORARY BRIDGE (TYP.) \ 449 LAUNCHER SITE -78o'_ D 40' -6•- IR Z0 �� PERMANENT ��"� % 448-SAMP-042_001 ACCESS ROAD \ / 448-SAMPYFARM,02 ' �-zT X / U S ; K & T FAMILY FARM, LLC K & T FAMILY FARM, LLC 6 448-SAMP-041 / QZ � _001 I � > > KAY BAGGETT WARWICK � PROPOSED 6 LINE 449 A,�. ,� � � � � CO c WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE LO C D LO C z C Ln 0) `O o + m Lon Ln � m °) N o T3 z o JOINTLO a+o N m m v Ln LO LO Ln CD LO LO L o < NGTH .. LE .. o LU �LU a O 532' 18' 125' 101' 1953' 71' a AO FAB AO OB OA OB 3 3 C C.P. L GEND C.P. LEGEND PIPE LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A- PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d �n �n B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 280' 8 r 280' II 260'a0 o 260' 0 w 240' a 240' N a 220' Z Z 220' C0 W� ofN Uj � J Ln w o co J of J = 200' o Ln L`0 0 n �n Ln 3 cj EXISTING GRADE + 0 200' J 3 o O p L j � Lo � 180' ILL p 180' 0 0 Ln 160' PROPOSED 12" LINE 448 4 MIN. 160' II 140' 140' N 120' 120' ;5 100' 100' 80' 80' 548+00 549+00 550+00 551+00 552+00 553+00 554+00 555+00 556+00 557+00 558+00 559+00 560+00 561+00 562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00 573+00 574+00 575+00 576+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001021-2019-SHT 1 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 PNG-X-448-0001023-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 22 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION 4 ENERGY, Natural Gas E&S ALIGNMENT SHEET 548+00 - 576+00 REC & STD SAL E M B U RG N C PNG —X-448-0001022 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM ID DATE INITIALS PRINCIPAL , PROFESSIONALENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC L±SHTATION ECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER 448-SAMP-045 002 448-SAMP-046 000 448-SAMP-047 000 448-SAMP-048 001 448-SAMP-048 001 OWNERSHIP oo K & T FAMILY FARMS, LLC N m DARIUS E. SPELL, JR. & DIANNE S. CASHWELL &ROBERT C. SPELL O + Ln GENELDA FAYE HONEYCUTT00 KAVA FAMILY FARMS, LLC Oo WANDA C. CAULDER O o LL Q O �i 632' N 00 0 1578' 00 � + O 175' � 96' + O coo 319' + V � LL O ACREAGE c� o' EASEMENTS 25' REF. DWG. NO. 0 Z a M Z _ ofof J O Z U' _ Uj J W m O_ N W W O Z Z W W Z Z W Z 0 CD Z z O LZ :2 Q 0- �' J Y Y 3 J Q cn W J J Y cr= J Z g W Z Z O Q QQ J N O Q U W Q W �' Z Zcr z L z z U) LLJ in 0- Z W 0- — m 0- 0- LWi LWi U C!) 0 Z U O_ O N O_ Q C.7 �LLJ � a_ O W 0- 2 O O W O 0- O_ 0- O 0- ~ J J ~ C3� C3� C3� ♦Y C� w N N O (0 0) 00 M 't CD 00 L0 O O N M M M M N O r- M Ln L0 O N L0M 00 00 0) M L0 L0 O O O + + + + + + + + + (O (O CO CO (O CO CO (O (O + + + N N N + + + + 00 00 00 + O + + + N N M + CD L0 L0 L0 L0 L0 L0 L0 L0 Ln L0 Ln Ln Ln Ln Ln Ln Ln Ln 00 00 00 Ln L n Ln 0) LL7 7 U7 LL7 L0 U 0) 0)L0 O co O O O CO CO CO O CO WETLAND PFO A 'c?c CONSTRUCTION SILT FENCE (TYP.) 448—SAMP-046_000 No ENTRANCE M P DARIUS E. SPELL, JR. & DIANNE S. CASHWELL / 448-SAMP-047_000 GENELDA FAYE HONEYCUTT (TYP) & ROBERT C, SPELL / 11 - W19A TEMP 0.829 ac. II .� 226' WATTLE (TYP.) W rn PROPOSED 10' TEMPORARY WORKSPACE �� PROPOSED 25 ---- ----- r = 576+00-----577+00 ---- •---- --- •---- •---- •---- •---- •---- --- --- 578+00 579+00 580+00 581+00 - •---- ---- ---- •---- •---- •---- •---- 582+00583+00 584+00 585+00 586+00 587+00 ----- ----- - --- ---- -- •---- •---- •---- •---- ---- •---- •-- -- - ---- ---- - 588+00 589+00 590+00 591+00 592+00 593+00 594+00 •---- --- ---- •---- •---- •---- ---- ---- ---- -- -- ---- ---- ---- ---- - --- 595+00 596+00 597 +00 598+00 599+00 600+00 - -__- ---- ---- 601 +00 602+00\ 603+00 604+00 z c-,------�� -- -- -- ------------- ------------------------------------ ------- a r L \ EXIST. 30' PNG PERMANENT EASEMENT A\\ ON + O W19A — PERM 0.808 ac. coc o \ \ w o ? W19 — TEMP 1.949 ac. EXISTING 4 LINE 237 PROPOSED 12" LINE 448 \ 00 z 't O N o (v + 0 �'� �� ��� WETLAND PEM EXISTING 3" LINE 37 / \ 448-SAMP-048_001A 448-SAMP-048_001 WANDA C. CAULDER U x (D oo KAVA FAMILY FARMS, LLC d �� Lu 9, �� \ 448-SAMP-045_002 / \ It /V\-)Jp \ K & T FAMILY FARMS, LLC X QZ CQ - WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE cy)+ `+ LO0 0 11 02600' o 0 z ++ T3 26 WTS 25' C/C o+ z LD JOINT o o Q0 � o < o LENGTH LuLuLU O 56' 2744' J C.P. LEGEND C.P. LEGEND PIPE LEGEND T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d �n �n B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVE GROUND. O O N 280' 8 280' r II Q 260' = 260' a 240' 240' N M 220' w 220' p 0 Q� w N 2 N 200' o C+0 Z (+O (j + U H o 200 J = co � c� 0 EXISTING GRADE 00 0 o J p n C� O 180' p 180' 0 acf) 160' PROPOSED 12" LINE 448 7 4' MIN. 160' II 140' 140' 120' U) 120' ;5 100' fe 100' 80'80' a 576+00 577+00 578+00 579+00 580+00 581+00 582+00 583+00 584+00 585+00 586+00 587+00 588+00 589+00 590+00 591+00 592+00 593+00 594+00 595+00 596+00 597+00 598+00 599+00 600+00 601+00 602+00 603+00 604+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001022-2019-SHT 1 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 PNG-X-448-0001024-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 23 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, r6111 Natural Gas E&S ALIGNMENT SHEET 576+00 - 604+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH:' DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001023 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM ID DATE INITIALS PRINCIPAL , PROFESSIONALENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC L±SHITATION ECKER INITIALS 001 DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448 -sAMP -048_001 448 -sAMP -048_002 448-SAMP-048_002 448-SAMP-049_001 448-SAMP-049_002 >_ MIKE PRESTON MEDLIN Q OWNERSHIP po WANDA C. 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W W Z W Y U Z> > Z of Q W W J W 1.1 IWi of � �of U Z Q J of Q J M O W W J = O Z 0 Z > > W W U z 0 Do LLJZ W Q O J Q N J W Z J Q W W W Z _ N Q 0- J W W O H Z Z O O O ZQ N Z J n Lof � w O - O W O L, of O O m � in 0-m W LLJO m � W 2 H to Q O C -D M C -D O O O_ O ~ � O D Of in O O O J O J p O_ p J O 0 Of Q F- � W M c� M a w � c� a o- cr in o- o- w L.)i w U U U) � a � U) W O NL0 O CO I, CO O r, N r- r, O N M (4 O U) N N 'q- O 00 M L0 CO CO CO r- r' 00 O On O O O O .0- .0 -LO r- 00 N � � O L0 00 O O O + + + + + + + + + + + + + + + + + + + + + + + + + 1- CO I- r- r- r- r- r- r- r- r- r- r- r- 00 00 M M 01) 01) O L0 L0 CO Cfl + + CO I- + O) + N O O O O O O O O O O O O O O O O O O O O CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO C0 C0 C0 C0 C0 O O O O O O O N CO M CO / I182' - SILT FENCE (TYP.) o TEMPORARY ACCESS ROAD N c o CONSTRUCTION ENTRANCE ��� o N +o N� (TYP.)1, / \ P � o II \ 227' / 198' �� WATTLE (TYP.) / �� - uJo z It o /Lnc� N - IT,�� I LEI !fLIJ LEI PROPOSED 40' �� � �� - PROPOSED 25' ������, TEMPORARY WORKSPACE � III � � �� � ��11 LFLI PERMANENT EASEMENT 1� I �d 619+00 - I j��I�I z 604+00 605+00 606+00 607+00 608+00 609+00 610+00 61 1 +00 /612+00 613+00 614+00 615+00 616+00 -617+00 618+00 620+00 621 +00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631 +00 632+OU J 0 J o M �- CD c\1 EXIST. 30' PNG PERMANENT EASEMENT re mail w6ft-11--f7-7,1770-671 „� _ C)oo WETLAND PFO PROPOSED 12 LINE 448 EXISTING 3 LINE 37 �7g2. / 448-SAMP-049_002 LESTER LEE BARNES z C? W19 - TEMP 1.949 ac. A Z 00O / -j� - OPO O \ 448-SAMP-048_001 /� � TEMPORARY BRIDGE (TYP.) 82 / � _ I 448-SAMP-049001 _ — — \ I WANDA C. CAULDER � O �� 448-SAMP-048_002A KAVA FAMILY FARM LLC/ �� 448-SAMP-048_002 KAVA FAMILY FARMS, LLC MIKE PRESTON MEDLIN & PATRICIA WOOTENGO GO QQ Q MEDLIN c 760, - WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE rn o U o O O N T3 + O z o JOINT (0 (D (D co Q0 o < LE NGTH o Lu �LU .. .. O 310' 111' 2379' a O O O ai. ai. G7 G7 C.P. LEGEND 3 3 LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE C.P. T3 — INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF LEGENDPIPE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B — PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST �n �n C — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 — INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE T2 — INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (—) CONNECTION TO EXISTING ABOVE GROUND. WT — WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 280' 8 r 280' II 260' 260' 240' a 240' 0 U) o 220' z 220' O p w J N J N N O 200' CD + o + + W (n -a0 200 o = o 0 CO 0 �.I CO 0 o (j1 CO EXISTING GRADE M w J O Q p 180' m 180' J ILL 0 0 a �cn a 160' PROPOSED 12" LINE 448 4' MIN. 160' II 140' 140' N 120' 120' c� 100' fe 100' 80' 80' 604+00 605+00 606+00 607+00 608+00 609+00 610+00 611+00 612+00 613+00 614+00 615+00 616+00 617+00 618+00 619+00 620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001023-2019-SHT 1 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 PNG-X-448-0001025-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 24 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, r6111 Natural Gas E&S ALIGNMENT SHEET 604+00 - 632+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH:' DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001024 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS J01 DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-049 002 448-SAMP-050 001448-SAMP-051 001 448-SAMP-051 002 448-SAMP-050 002(448 -SAM P-052 000 448-SAMP-053 001 Q OWNERSHIP O o N LESTER LEE BARNES ao KOOBA PROPERTIES, LLC m 00 MITTIE SUE BREWER N MITTIE SUE BREWER m co & WILLIAM L. BREWER, '+0 RONALD DAVID NAYLOR N Ln & ANGELA Y. NAYLOR N KS&L FANN FAMILY FARM, LLC o O JESSE ALLEN SPELL & RENEE F. SPELL O LL O N (D + + co co 182' (0 + I- M 371' (D + V 675' (D JR. LO 135' (0 + I� 189' Q0 + V 710' (0 + O 538' Q0 LL 0 ACREAGE LD o' EASEMENTS 25' 50' 25' REF. DWG. NO. W z J O W inQ O af Of O of of w o Of J of Q in LC) Q LC) (D (Y J 'O CD Z Z W W = W E U-) = Of Of -U-) Of N (D W W Of W Z Z m N Z Z Z O N NM C)� JW Z ZQHn D)JJO U - Q Q Ld 00 ZUj M O O U YY Z ZZ L5o- OJQ O Q W Z QQ O af O Q Q O O of Q � W [if !n W Of W � J j�s H U) W W m m W Of LLJ m LLof � Of LO W W L0 W W 2 U W W W W- L> n O O 1 a -O LLJ O ( J O O O O Of O 0 O O O O O - J of Of - w Of O Q o w a U) Qf F– F– w w c3-1 w w U � U U-) of of U-) U w c3-1 w a: w F– w w U 0- C) O N M N N L0 O O N O OO N M L0 OO O r- OO 0) � N 0) N r- N M � N N OO O N O O CO L0 L0 0) 0) 0) O N N M M � � O O O O r, OO OO 't 't O O p OO L0 O O L0 O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N M I- O N r') r7 LO LO LO LO LO co r� M M D) O O O O O (0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 448-SAMP-051_002 MITTIE SUE BREWER & SILT FENCE (TYP.) WILLIAM L. BREWER, JR. // o o CD I 0 a c oN + o CN o �o // M P CONSTRUCTION ENTRANCE 35 ���157'� / / 448-SAMP-053_001 448-SAMP-049_002 o� m o II -\ co CDQ0 o W� �� LESTER LEE BARNES (TYP.) 166, WATTLE (TYP.) / /� &SSEN LLFN SPELL SPELL Z_ 00 It It 00 _j U x Q Z 786' lb 'o PROPOSED 50'(D I 15' PERMANENT EASEMENT / QZ g d PROPOSED 40' TEMPORARY WORKSPACE I 643+00 644+00 645+OOg I J 6� L- �RPOSED l�l2l I I IMI 6h� 64,+00I 1Z I I IT Z N N�II S�INI 00 J__L JJ�I LJ�I JJ JJ�I JJ -I J JJ�I JJ�ILI J_J_I J_J_ I J_J_ I J_J_ J_J_ I -LLI LLI LLI LJ��� LJ�I LJ�I JJ� JJ�I JJ� 641 �[� N I -15 . 633+00 648+00 632+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 o \ 649+00 650+00� 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00 Q /\ 15' 227' 15• \ J EXIST. 30' PNG PERMANENT EASEMENT Z \ EXISTING 3" LINE 37 Q o TEMPORARY BRIDGE (TYP.) PROPOSED 12" LINE 448 z 448-SAMP-050_001 w 3:��8g° � KOOBA PROPERTIES, LLC CD O � 448-SAMP-051_001 448-SAMP-052_000 MITTIE SUE BREWER KS&L FANN FAMILY FARM, LLC I— M � � I w 448-SAMP-050_002 00`QZ _ QRONALD DAVID NAYLOR ' p & ANGELA Y. NAYLOR 1 < WETLAND ROCK CONSTRUCTION ENTRANCE PERMANENT IMPACT -STREAM SILT FENCE _ TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE 0 v v 0 0 () z+ O N N O T3 °+° T2 0+ Z LD JOINT N co Q0 o < LENGTH o LU LU .. .. LU O 1172' 110' 1518' a O O 3 3 C. . LEGEND C.P. LEGEND PIPE LEGEND T3 — INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF T1 - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL BLACK #6 A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN I TE B — PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST d d �n �n C — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. D — ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS—SP-75 Y52, FULLY SEGMENTABLE T4 — INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES T2 — INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (—) CONNECTION TO EXISTING ABOVE GROUND. WT — WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 r 280' 280' ell 260' a 260' o a240' N Uj 240' 220' Z m 220' J Q C14 to C'i 200' o Uj 3� + N 200' o U + 04' EXISTING GRADE o Ln o w Oill/mm p 180' 180 0 a � a � 160' PROPOSED 12" LINE 448 4' MIN. 160' II 140' 140' 120' 120' N J fe 100' 100' 80' 80' 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00 647+00 648+00 649+00 650+00 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001024-2019-SHT 1 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 PNG-X-448-0001026-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 25 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER Piedmont DUKEr6121 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER *"'ENERGY. Natural 'Gas E&S ALIGNMENT SHEET 632+00 - 660+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG NC PNG -X-448-0001025 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-053 001(448-SAM P-053 002(448-RERT-008 001 Q OWNERSHIP o o JESSE ALLEN SPELL &RENEE F. SPELL v m BERNICE DWIGHT SPELL &PAMELA SPELL 0) LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN O o + + + REVOCABLE TRUST AND SYLVIA PAULINE FANN BULLARD + LL O o Q0 rn 941' (0 1252' (000 607' 00 00 (0 w 0 ACREAGE c� o' o' EASEMENTS 25' 50' REF. DWG. NO. W W U U WW U_ L_ (� zo J J J J Q Q J W o iv N a N z J W O coz g M z z 0 ccn ccn 0 0 o Q o Q o' Z oo co z z z w a o z Z z Z O< Q H U_ U_z _j of Q Q O J O Q Q of of 2 O O O m m W m m W Uj of � cn Es r, �"� L_ W J J of 0_ 2i 2 H W W O d Q — — — 0- 0_ U Q U 0_ 0- Q O of(n O 0- 0- W W W _ O O w co Ln U U) O a a � � O O � c� � O O � a � V) 0- U F- w c� w w c� w O O O O) L0 O L0 L0 L0 M N LO O N C0 O N M M 't L0 QD � � 00 L0 M N U)CO CON M -q- U') N 00 O O O 00 00 O O + + + + + + + + + + + + + + O n M Cn + + + + + + + + + + + 00 ON N M M M U') U')CO + 00 O (0 O (0 O O O O O O O O O O O O O O � 00 DD 00 00 00 0000 00 00 00 O O O O O O O O O O O 00 \ I I I \ I I I I I \ I I I I I \ I I I I I I I I I I I I I I I I I O N p I I co I I Q0 Q0 CO I I M PI I 13.0 � I I I I o l 0 I I p I I 448-SAMP-053_002 I BERNICE DWIGHT SPELL \ I I I I I I I I I J& 448- SAMP- 053Q_001 I PAMELA SPELL I \ I I Q 0 p JESSE ALLEN SPELL I I O & RENEE F. SPELL A \� ROp626s I I I -\68 0 o = SILT FENCE 66 � CONSTRUCTION ENT(P) Q (TIP) TFMAoq 'R�SASCF o -LLJ I 145'- 7 143' �oo �.� p p\p FIi /6 00 coo ST I 679+0\ 00w - } ^Ln�0 6B60 -685+Q 683+68 PROPOSED TEMPORARY WO RKSPACE OOi062 +1 0 680+00 67 8+00 % 8 o00oSF tioo `fl o U, ' z o \ x 3 0 Z<v o o A 0 I � N� °F V 66 3,�p 74+00 675+00 676+00 67 7+00 — 670+00 671 +00 672+00 673+00 6 — W20 - PERM 0.211 �� ac. � z 00 U>< ...........p 00 667100 668+00 669+00 p" FqS 665+00 6661 EASEMENT WETLAND PFO 50 PERMANENT /j,� I / / / \ \ 1 1 Q z CL 664+00 SPIN PROPOSED 200WATTLE (TYP.) /77 0 N �L/I 149' 1 148' � PROPOSED 12" LINE 448 448-RERT- 008_001 I I / / O LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN 1 1 EXISTING 3" LINE 37 REVOCABLE TRUST AND SYLVIA PAULINE FANN BULLARD �i 00 o ° ` 6 o" / U0 WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE LO a=. � o z C 0 o rn + T3 + O + + 0 + z o JOINT o o < o LENGTHLU �LU .. .. O 701' 91' 1218' 790' O O O O ai. ac. C.P. LEGEND C.P. LEGEND PIPE LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL-2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL ( BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE I TE #6 THHN WIRES IN B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL-2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS-SP-75 Y52, FULLY SEGMENTABLE D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS-SP-75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. ABOVE GROUND. O O N 8 r 280`. 280' =II 260' 260' o p 240' — SEE HDD DWG. PNG-V-448-0001049 4 240' N o 220' 0 220' N at 200`, o 't w + ~ O w 200' J a = �, EXISTING GRADE co 0 00 J O a 180' CO = � 180' p II 160' PROPOSED 12" LINE 448 4' MIN. 160' 140' 140' N120' 120' J fe 100' 100' 80' 80'660 +00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+00 671+00 672+00 673+00 674+00 675+00 676+00 677+00 678+00 679+00 680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 MATERIAL CONST. METHOD CLASS IMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001025-2019-SHT 1 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 PNG-X-448-0001027-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 26 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ' ENERGY: r6111 Natural 'Gas E&S ALIGNMENT SHEET 660+00 - 688+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001026 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER Q w O CD E z J a OWNERSHIP ACREAGE EASEMENTS REF. DWG. NO. w x J J ROCK CONSTRUCTION ENTRANCE LO C� z . � SILT FENCE LD W U Z JOINT 240' o < Q LENIGG11i z Lu cn w .. O .. W UjUj OU _ N =>M U O J ISSUED FOR 60% N JLU C� J 2 WUj OU W Q � W J `Z L, 9�t W of (n 9�t W O 3 O O 3 J J ROCK CONSTRUCTION ENTRANCE LO PERMANENT IMPACT . Co SILT FENCE 1 W U Z DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 240' W Q TEMPORARY IMPACT z TEMPORARY BRIDGE WATTLE O LWi W UjUj OU _ N =>M U Z ISSUED FOR 60% N JLU C.P. LEGEND J 2 WUj OU W Q � W J `Z L, U of (n O O O O O O 2 U OW + + + + + 00 00 `M Q C 00 Co Co Co 00 0000 Co Co / PROPOSED 12" LINE 448 448-RERT-008 001 LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN REVOCABLE TRUST AND SYLVIA PAULINE FANN BULLARD 1400' W U Z W W J N W Z Z Q 0 m W O W of Of U N N 00 04 + + + 0) 0) I- 0) CD CD Co Co Co CONSTRUCTION ENTRANCE (TYP.) 50' �b�li �l�iTllllll�l 6g� L}} 6 I n0 96X00 53° / oo (0- 1X00 � � o \ 0X00 Q Lo \ 00 6g NCs. I WATTLE (TYP.) Z I SILT FENCE (TYP.) I O a 448-RERT-008_001 \ LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN REVOCABLE TRUST AND YLVIA PAULINE FANN BULLARD \ I 7 I J ROCK CONSTRUCTION ENTRANCE 185' PERMANENT IMPACT . -STREAM SILT FENCE 1 W U Z DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 240' A Q TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE O LWi \ W Z (ifQ _ N =>M U = N Q ISSUED FOR 60% N W C.P. LEGEND J N = OU O L Z O = = Z = O d Z g OW O 2 U OW d � O O d `M Q C LWi (STD), 45 DEG, 3R, MSS -SP -75 Y52, C� ( STATION. D U (STD), 90 DEG, 3R, MSS -SP -75 Y52, a: M + + + + CSO + O� + + + + 00 + + Co Co Co O Co Co O Co Co O O O= \ \ 174'_ 112" LINE 4411 A `4' MIN. �b�li �l�iTllllll�l 6g� L}} 6 I n0 96X00 53° / oo (0- 1X00 � � o \ 0X00 Q Lo \ 00 6g NCs. I WATTLE (TYP.) Z I SILT FENCE (TYP.) I O a 448-RERT-008_001 \ LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN REVOCABLE TRUST AND YLVIA PAULINE FANN BULLARD \ I 7 I STA. 695+81 �D 0 0 I- W Z 2 Q O O + CV O 6g OXO p AR0 '0 0 \ 698 SFS 40. 6A 0 ti1A0 l I klo�> Fp s p 'OF\ 00X0 S \ \V 00 �7>6 00 rn Q0 0 0 I- - WETLAND ROCK CONSTRUCTION ENTRANCE 185' PERMANENT IMPACT . -STREAM SILT FENCE 1 702' DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 240' A 07/05/2018 TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE O 220' \ INITIALS O B LO co ISSUED FOR 60% N 200' o C.P. LEGEND ACCOUNT NUMBER O x C.P. LEGEND J U_ O PIPE LEGEND v rn m 180' T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A- PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), o MGR TECH REC & STD THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO + •T3 °t - PIPE, NPS 12 X 0.375 W.T. (SCH 40 0) 140' DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE N C (D (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE ( STA. 695+81 �D 0 0 I- W Z 2 Q O O + CV O 6g OXO p AR0 '0 0 \ 698 SFS 40. 6A 0 ti1A0 l I klo�> Fp s p 'OF\ 00X0 S \ \V 00 �7>6 00 rn Q0 0 0 I- MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP 80' 688+00 HDD 4 N p C r 185' CHK 422' II 91' 1 702' DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 240' A 07/05/2018 O MM \ CKF O 220' \ INITIALS O B 08/31/2018 ISSUED FOR 60% N 200' o C.P. LEGEND ACCOUNT NUMBER O x C.P. LEGEND J U_ O PIPE LEGEND MM m 180' T1 -INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A- PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE MGR TECH REC & STD THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC 140' DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# m RECTIFIER AND GROUND BED. ABOVE GROUND. MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP 80' 688+00 HDD 4 N p C r 280 CHK APPD II 260' APPROVALS a DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 240' A 07/05/2018 N MM JOI CKF AREA CODE 220' DATE INITIALS O B 08/31/2018 ISSUED FOR 60% N 200' o W ACCOUNT NUMBER O x + J U_ O Q a MM m 180' a � 0219384 DATE INITIALS MGR TECH REC & STD � 160' ISSUED FORBID MM II 140' DRAWING BY MM 120' z U) = QJ INITIALS PRINCIPAL ENGINEER 100' m CHECKER INITIALS MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP 80' 688+00 HDD 4 DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 688+00 - 702+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 SEE DWG. MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI PNG-V-448-0001049 ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FORBID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI � + 0 U z EXISTING cc) w + p C GRADE O= PROPOSED 112" LINE 4411 `4' MIN. 689+00 690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+00 701+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY 280' 260' 240' 220' 0 200' 0 180' 160' 140' 120' 100' 80' 702+00 PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS DUKEI Na Piedmont *'ENERGY, Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 688+00 - 702+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC & STD D 02/15/2019 ISSUED FORBID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI Q LL O c� REF. DWG(S) PNG-X-448-0001026-2019-SHT 1 PNG-X-448-0001028-2019-SHT 1 SHEET(S) 27 OF 45 I DWG SCALE AS NOTED DWG DATE 06/21/2018 ISUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001027 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER z J a 448-RERT-008_001 448-RERT-008_002 448-SAMP-056_002 448-RERT-008_003 448-SAMP-057_000 448-SAMP-056_003 LOUISE WILLIAMSON FANN, TRUSTEE OF OWNERSHIP o THE LOUISE WILLIAMSON FANN REVOCABLE LOUISE WILLIAMSON FANN o SHEILA HERRING BURKE c°0n MILDRED FANN QUICK KS&L FAMILY FARM, LLC o MICHAEL LEE HERRING N TRUST AND SYLVIA PAULINE FANN BULLARDv w 0+0 Ln (0 or 210' or 191' or 237' o- 708' 1058' r- 396' ACREAGE EASEMENTS REF. DWG. NO. w x C� z LD o < LU LU N � JOINT 280' .. L ENGTH .. II 260' APPD a O J 240' W ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 v7 A — C.P. LEGEND tiO 220' CKF C.P. LEGEND C o 9�t W A - 9�t W N at 3 LU 3 o = �+ o J O Q a MATERIAL CONST. METHOD CLASS /MAOP W Z J 2 L) Q O O + N O 50' 25' N 8 r 280' . -STREAM SILT FENCE REVISION(S) DESCRIPTION II 260' APPD a -TEMPORARYIMPACT 240' W ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 N A — C.P. LEGEND tiO 220' CKF C.P. LEGEND C o D A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE N at 200' o LU B o = �+ o J O Q a C � 180' ISSUED FOR 90% MM � UIr r r- PROJECT NUMBER C - ELBOW, WELD, NPS 12 X 0.375 W.T. 160' T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D II 140' (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. N 120' z RECTIFIER AND GROUND BED. U = 0 J STATION ID - W + I- oop W J 0_ W 100' M+ W J CHECKER INITIALS 80' MATERIAL CONST. METHOD CLASS /MAOP W Z J 2 L) Q O O + N O 50' 25' STA. 707+52 C oNo 448-RERT-008_001 LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN REVOCABLE TRUST AND SYLVIA PAULINE FANN BULLARD 704+� 702+00 703+DO 601 �L �o O STA. 710+02 UD x00 63' O x \\ 7 00 7 C � � , 4+00 PROPOSED \ \ 5+00 4° T eMPORgRY k00 'n cbx 38° �S' 16+ 10 % \00 Ace 00 O 707+00 Oy 448-RERT-008_003 + 448-SAMP 056_003 ��� � �P 05+00 706+00 �,� \ MILDRED FANN QUICK \ >18+00 MICHAEL LEE HERRING oc OB / �S'�. Off) X20+- 00 �sI CONSTRUCTION ENTRANCE \ �� 'Qp� PROPOSED 12" LINE 448 — — P o 1,21+00 (TYP.) — O 0- \ \ °SED 50, ERM 1'22+00 \ 'I /\��. �o SILT FENCE (TYP.) ENT EAS 72,3 0 0� \ 448-SAMP-057_000 eMeAlT +00 0X0 STREAM CROSSING \ KS&L FAMILY FARM, LLC 72 rL � D44 -TEMP 70 ft. \ 4+00 00 1 12* EXISTING 3" LINE 37 725+ � 448-SAMP-056_002 � 174' � � � � A � 12. 448-RERT-008_002 SHEILA HERRING BURKE 12' LOUISE WILLIAMSON FANN _ 12° WETLAND ROCK CONSTRUCTION ENTRANCE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - PERMANENT IMPACT 104' . -STREAM SILT FENCE REVISION(S) DESCRIPTION 2114' W Z Q J CNO +p W + ~ O o APPD O -TEMPORARYIMPACT GRADE W ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 702+00 - 730+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A — C.P. LEGEND MM PIPE LEGEND CKF C.P. LEGEND C o D A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO o B + + T31 + 0 0 THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C 12/12/2018 ISSUED FOR 90% MM � UIr r r- PROJECT NUMBER C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. CKF WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. U 0 W J 0 W 0_ STATION ID W + I- oop W J 0_ W PRINCIPAL ENGINEER M+ W J CHECKER INITIALS JOI W+ O0 Z PROPOSED 12" LINE 448 4' MIN. W W co UjW Z Uj J d O W' W 3 O O � 0_ 0_ Z J W 3 O 0_ W Q 0_ W O (� o W Z J O o U O � W > Q Of C7 C3' Z J W M O O 0_ W Q 0_ W O Uj (� o W W Z W W U W � W J a_r7 O o U J M O — 0- J 3 O 0_ Lj J O Of U W Z W W U W _j W Q O � QQ W Of N C3' Z Q M D_ p p QQ W � N C3' Q O (n W O (, o W 0 p 0] W W C3' Z J W O 0 0_ t Q 0- (n O (, o W Uj Z_ J O w m = W 0_ N C3' W W J (n of Q O c J � (n w 0_ � J 00 J Q > J Q 2i Of " O O ''� — 0- J 3 O M Z J W O Of M J O of U J O � U J " O O N — d J " O O N — d J " O O N — d J - � N — d J O U Z J W O 0_ J O o U Uj J 2 Q (, Z Z O H U) CO O � U-) CO M N CO N '�t W N r- W M � r- r- W W M N CO I, O N � N CO I, CO CO CO CO C0 00 o- O O r -In 00 00 M O O O UD M M O O O N M K) U0 CO CO CO r� O O O M I -L0 In O) Mr- O) O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M � � U) U-) U-) CO CO CO I, r- r- 00 00 00 00 00 00 00 00 00 00 00 w w w O M O U-) U-) U-) � � U-) U-) U-) CO C0 O O O O O O O O O O O O O O O O O O O O O O O O O O (D O O N N N N N N N M STA. 707+52 C oNo 448-RERT-008_001 LOUISE WILLIAMSON FANN, TRUSTEE OF THE LOUISE WILLIAMSON FANN REVOCABLE TRUST AND SYLVIA PAULINE FANN BULLARD 704+� 702+00 703+DO 601 �L �o O STA. 710+02 UD x00 63' O x \\ 7 00 7 C � � , 4+00 PROPOSED \ \ 5+00 4° T eMPORgRY k00 'n cbx 38° �S' 16+ 10 % \00 Ace 00 O 707+00 Oy 448-RERT-008_003 + 448-SAMP 056_003 ��� � �P 05+00 706+00 �,� \ MILDRED FANN QUICK \ >18+00 MICHAEL LEE HERRING oc OB / �S'�. Off) X20+- 00 �sI CONSTRUCTION ENTRANCE \ �� 'Qp� PROPOSED 12" LINE 448 — — P o 1,21+00 (TYP.) — O 0- \ \ °SED 50, ERM 1'22+00 \ 'I /\��. �o SILT FENCE (TYP.) ENT EAS 72,3 0 0� \ 448-SAMP-057_000 eMeAlT +00 0X0 STREAM CROSSING \ KS&L FAMILY FARM, LLC 72 rL � D44 -TEMP 70 ft. \ 4+00 00 1 12* EXISTING 3" LINE 37 725+ � 448-SAMP-056_002 � 174' � � � � A � 12. 448-RERT-008_002 SHEILA HERRING BURKE 12' LOUISE WILLIAMSON FANN _ 12° WETLAND ROCK CONSTRUCTION ENTRANCE PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - PERMANENT IMPACT 104' . -STREAM SILT FENCE REVISION(S) DESCRIPTION 2114' W Z Q J CNO +p W + ~ O o APPD O -TEMPORARYIMPACT GRADE ®- TEMPORARY BRIDGE WATTLE ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 702+00 - 730+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A — C.P. LEGEND MM PIPE LEGEND CKF C.P. LEGEND C o D A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO o B + + T31 + 0 0 THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C 12/12/2018 ISSUED FOR 90% MM � UIr r r- 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 582' 104' DATE REVISION(S) DESCRIPTION 2114' W Z Q J CNO +p W + ~ O o APPD O O GRADE O ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 702+00 - 730+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A — C.P. LEGEND MM PIPE LEGEND CKF C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF DATE A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO ISSUED FOR 60% B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C 12/12/2018 ISSUED FOR 90% MM DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. PROJECT NUMBER C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. CKF WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - °' J r' D PROFESSIONALENGIARCHSTAMP NO. DATE REVISION(S) DESCRIPTION BY W Z Q J CNO +p W + ~ O o APPD DESCRIPTION EXISTING GRADE ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 702+00 - 730+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A — ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% + Of + CO U) 0 0 - W z WJ 9 U M 0- W H O + W CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM 0 W J 0 W 0_ STATION ID W + I- oop W J 0_ W PRINCIPAL ENGINEER M+ W J CHECKER INITIALS JOI W+ O0 PROPOSED 12" LINE 448 4' MIN. 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00 715+00 716+00 717+00 718+00 719+00 720+00 721+00 722+00 723+00 724+00 725+00 726+00 727+00 728+00 280' 260' 240' 220' 0 200' 0 180' 160' 140' 120' 100' 80' 729+00 730+00 0 LU 0- 0- LU _a REF. DWG(S) PNG-X-448-0001027-2019-SHT 1 PNG-X-448-0001029-2019-SHT 1 SHEET(S) 28 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001028 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - °' J r' D PROFESSIONALENGIARCHSTAMP NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS ,,�, DUKE �7ledrpOnt ENERGY. � Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 702+00 - 730+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI 280' 260' 240' 220' 0 200' 0 180' 160' 140' 120' 100' 80' 729+00 730+00 0 LU 0- 0- LU _a REF. DWG(S) PNG-X-448-0001027-2019-SHT 1 PNG-X-448-0001029-2019-SHT 1 SHEET(S) 28 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001028 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-056 003 448-SAMP-058 001 448-SAMP-058 002448-SAMP-059 000 448-SAMP-058 002 448-SAMP-058 003 Q OWNERSHIP o o o MICHAEL LEE HERRING (0 MICHAEL LEE HERRINGo 0) RYAN LEE HERRING &PAULETTE TYNDALL HERRING 0) JOSEPH E. BUTLER & KATHERINE B. BARKIN, LORAINE V. BUTLER & BENJAMIN VAIL BUTLER CO m RYAN LEE HERRING &PAULETTE TYNDALL HERRING m m RYAN LEE HERRING &PAULETTE TYNDALL HERRING o o LL 0 + o co + m 360' r- + v 47' r- + co 492' r- 737' + c0 r- 427' + o r- 737' + co r- LL 0 ACREAGE c� o' EASEMENTS 25' REF. DWG. NO. Y Z of J m of bi n 00 Fl- co o- O ~ N Z_ W W Z ~Z J J Z W J J Q WZ Z I- W J of o Z Z Z Q W W J Q of W Z J J O O Z z OZ Q O :2 0 O 00Q O J M of QQ J W �' Q W 'n r QQ QQ r Q "' W J J U W �' Q W W Q L W Q U W Q W �= J W W - - J U) 2 Q W 0- m J En m W O 0- d L.� LLJ d m 0] �i W L.� W W m F- 0_ W � Li 2 Q 2 0 w F- O O_ N 0- _j w O O W O F- 0- N N 0- Z Z W _j 0_ N O W O Z N - - Q C!) 0- Ln 0- ♦Y (n W 0_ Op (31 Of O O X W W Op W () ♦- 0- Q C) W Cn 0- W p C3, C3, p W W Cn W J Q W U) p C3i 0- J � W W Q W C3i Ln 0_ 0_ :2 O O N I- O C0 00 O r- r- 00 0) L0 M 00 O) O O) 0) O � L0 00 M I- Ln 00 I- 't CD r, 00 M M C) 't 00 N O O M Lf) O O CO I- M M CO I- 0) M 0) O r,C0 OM 00 M L0 0) O C0 C0 r- O N CO O + + + + O M M � + + + + + + r- r- 00 00 00 0) + + + + + + + + + + + + + + + + + + + 0) 0) 0) O O O L0 L0 CO CO CO CO C0 r, r, r, r, 00 00 + + + + + O O O O O + + + + + O O O O + + + r- r- 00 M M M M M M M M M M M M M � � � � � � � � � � � � � � � � L0 L0 Ln Ln L0 L0 L0 Ln Ln Ln L0 L0 L0 \ \ I I 1 I I \� I O I I1 / O O N + O � �o I C4,4 o CD « o A I 448-SAMP-059_000 N STREAM CROSSING i II P- o W 448-SAMP-056_003 JOSEPHKATHERINEB. BARKIID46 - TEMP 126 ft. L I Z ao MICHAEL LEE HERRING LOR V. BUTLER & INVAIL ER I `r X \ �b i � l � WETLAND PFOB � WETLAND PEM � 448-SAMP-058_003 \ RYAN LEE 0 � QZ W21 - TEMP 0.058 ac. � .� � � � � � � � � HERRING A N 0 � WATTLE (TYP.) TEMPORARY BRIDGE (TYP.)� ACE �.� PROPOSED 40' TEMPORARY WORKSP _, I+ I \ \ �\ � � .....�.....y. 1 - I I I (� x 0 73 0+00 731 +00 732+00 733 +00 734+ � � - i1. - N I 77 / * - � � � � I � 754+00 75 5 +00 756 +00 75 7+00 Q 1 a 00 � 735+00 N 736+00 73 T---• _-- ' 1_ 7+00 =-.-.__ 738+00 25 PERMANENT EASE M ENT PROPOSED �, �� 744+00 � 45+00 74 + 00 747+00 740+00 ____ � / 748+00 749+00 750+00 0 753+00 751 +00 752+0 , 11 739±00 2741 +00 742+00 X743+00 _ .� _ _ _ _ / L EXISTING 3" LINE 37 EXIST. 30' PING PERMANENT EASEMENT I / "�� z W22 - TEMP 0.061 ac. C� a PROPOSED 12" LINE 448 �� o_ SILT FENCE (TYP.) / J —448-SAMP-058_002 7 - W22 TEMP _0.061 ac. -STREAM CROSSING _ I o _, oo�tp � TEMPORARY ACCESS ROAD W21 - PERM 0.087 ac. loo, / A °- � � � � � — — RYAN LEE HERRING &, STREAM CROSSING PAULETTE TYNDALL S19 - TEMP 53 ft. � HERRING D46 - TEMP 126 ft. I 00 U' 0 448-SAMP-058_001 448-SAMP-058_002 � RYAN LEE HERRING & > > „-i �'� A //� MICHAEL LEE HARING �� PAULETTE TYNDALL '� d 68� HERRING 168' _ �� i - WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ --STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE z o' 0 0 z LD JOINT oco 0 < LE NGTH o Lu �LU .. .. a � a 2800' a J in �t �t C.P. LEGEND C.P. LEGEND PIPE LEGEND A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL ( BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC THHT'� I DOW WIRES ON UPSTREAM SIDE OF INSULATOR AND INTO DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO ITE I WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST JUNCTION BOX AND PLACE �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 r 280' 280' ell 260' 260' a N 240' 240' 220' 220' N00 200' o o a o LU = Q W + + 0 U) 0 V)200 w 0 180' + EXISTING GRADE (D � r- cn r- c9i r- 0iILL 180' p a � a u0i 160' 160' II PROP PROPOSED 12" LINE 448 4' MIN. 140' 140' 120' 120' J ft 100' 100' 80' 80' 0 730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001028-2019-SHT 1 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 PNG-X-448-0001030-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 29 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER DUKEr6111 Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 730+00 - 758+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001029 D D 02/15/2019 ISSUE FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER o_ II W Q O N at O x z J a OWNERSHIP ACREAGE EASEMENTS REF. DWG. NO. w x C� z LD o < LU LU O� O W 3 O a � JOINT W O O O O✓ a. W Z w .. L ENGTH .. O RYAN LEE HERRING & PROPOSED PAULETTE TYNDALL o v PAULETTE TYNDALL HERRING O J of CD O w z cn 00 N N v7 U) 447' m 50' m 81' m N ~ W U LQ -1 Of N c3 Y Z m a O J _ a Q W p W c� o w p" 0 Z Y (n Q� w m c3 W Z J w d o a 9�t W Y Z m a O 9�t W J r Q N W o W a 3 L0 C 4 Lo O — a 3 W Z_ J w W � O � O O — W W w J cn 2i Y Z of m O Q a O p o' O � 448-SAMP-058_003 O� O W 3 O a 448-SAMP-058_003 W O O O O✓ a. W Z w C)f M Of O 2 Z Q r O U RYAN LEE HERRING &o O RYAN LEE HERRING & PROPOSED PAULETTE TYNDALL o v PAULETTE TYNDALL HERRING MLV #2 SITE rn of CD O w z cn 00 N N HERRING m U) 447' m 50' m 81' m 50' PNG-M-448-0001070 448-SAMP-062 001 LORAINE V. BUTLER 930' J r`) W N J M = U Q — a O� O W 3 O a � O W' W 3 O a W O O O O✓ a. W Z w C)f M Of O 2 Z Q r O U of N W O✓ O U W U z w W Of r O w_j z cn 4✓ J w � Of " CD O w z cn '-'-' J a O � U Ld cn M cn p a a' a x W of CD O w z cn of " In Ujcn _j O a Of w 3 O a W Z J Of w 3 O a W W W J O a O a✓ �_: C)f N f w O U W U z w W U Z W U U w � W Y Z m a O N ~ W U LQ -1 Of N c3 Y Z m a O J _ a Q W p W c� o w p" 0 Z Y (n Q� w m c3 W Z J w d o a = a Q W p W c� o w Y Z m a O W Z_ J w w J r Q N W o W a W W W J cn 2i O Q O o✓ L0 C 4 Lo O — a '-''.' J W O of U W Z_ J w W � O � O O — W W w J cn 2i Y Z of m O Q a O p o' O � O r r MM M N t M t Lo 00 Lo r w M M In O O u-) O w + + + M 't 00 00 M MCo + + O O N to M M U -))CD M CD M M M M M 't 't 't LO LO LO co Co r- 00 M O O o 845' a0 r -a0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 00 00 O N N N N N N N N N M M M M M M M M M M M ABOVE GROUND. M M M 't � � N N U-) U0 U') co co co co co co co co co co co C4 C4 C4 C4 co co co Co Co Co Co Co Co Co Co I\ 0- � CSI PROPOSED r- r 4' MIN. 448-RERT-009 001(448-SAMP-063 002 o STEWART WADE CLEMENT U+ & ALLISON JACKSON CLEMENT +M LO LINDA GAIL BUTLER r- 226' r- 66' Q = cn Z w m O a C� OW Q O O w C3' W Z J W O 0- Q = cn w O C� OW J (O W _ U U w z � W U W w J N Q � J m01fI� U O � Of o OfN 00 WW w z D_ J W 3 o- W J 3 o- O w ♦Y " O U') D_ W U z UU W Z J W O o- W (j Z LWi 2 C� U2 J Z _ O U M O Co Co o Co M Ln Co M O r o Ln o Co t LnO O a M M O O MM N M M r) N LO LO O O N M JOI In O + + + + + + + + + + + + + + + + + + + N N M M M M M M M M M M 't 't 't LO LO LO Co o 447' 50' 30' 89' o 845' 117' 222' AO FAB AO OB AO OB AO JYi C.P. LEGEND CONSTRUCTION ENTRANCE (TYP.) SILT FENCE (TYP.) 448-RERT-009_001 STEWART WADE CLEMENT & ALLISON JACKSON CLEMENT PROPOSED MLV #2 SITE �g� �° 8o' . o co c � 41 � -204'PROPOSE p 00 765+0p �T� 40 TEMP W 766+ ORARY \ 'I�° �0_ - RKSPA 767+00 OE 10 a S, A s. x�� i 76g+00 f C_) ��� ?69+00, , �� 448-SAMP-058_003 / / I cv P \ 770 cA RYAN LEE HERRING & ��9 ROPOSEO 50 1 00 7 PAULETTE TYNDALL 6`L / o 00 HERRING PERMANENEASEMENT ASEM 1+00 RYAN o ko 0 STA. 764+48 © \ ENT 2 00 1 MATERIAL CONST. METHOD CLASS /MAOP I6 PROPOSED 12" LINE 448 24 9• �3 PERMANENT O 9 6�k0 ACCESS 1 ROAD CIV _ 0 O , 448 SAMP 062_001 LORAINE V. BUTLER 12 EXISTING 3" LINE 37 EXISTING 30, PERMANENT EASEPNG MENT / o / —1 78'— A 81� / Qt 448-RERT-009_001 / STEWART WADE CLEMENT & Z ALLISON JACKSON CLEMENT \ 8� i� 70, 00 SX 00 •15• �j 6X00 = 448-SAMP-063_002 LINDA GAIL BUTLER N p C r 280 DATE � Q II 260' APPD a 240' DUKE Piedmont Natural Gas COPYRIGHT 2018 N A ICENERGY 07/05/2018 ISSUED FOR 30% tiO 220' - PERMANENT IMPACT AREA CODE . -STREAM SILT FENCE REGIONAL ENGINEER N at 200' o LU MM O o J p O a 180' a MM JOI CKF PROJECT NUMBER 0219384 N 160' 00 v D II 140' MM JOI N 120' z L = J STATION ID - DATE + m T3 + + 100' T3 + o + + 0 0 CHECKER INITIALS 80' MATERIAL CONST. METHOD CLASS /MAOP I6 PROPOSED 12" LINE 448 24 9• �3 PERMANENT O 9 6�k0 ACCESS 1 ROAD CIV _ 0 O , 448 SAMP 062_001 LORAINE V. BUTLER 12 EXISTING 3" LINE 37 EXISTING 30, PERMANENT EASEPNG MENT / o / —1 78'— A 81� / Qt 448-RERT-009_001 / STEWART WADE CLEMENT & Z ALLISON JACKSON CLEMENT \ 8� i� 70, 00 SX 00 •15• �j 6X00 = 448-SAMP-063_002 LINDA GAIL BUTLER 280' 260' 240' 220' 200' CD co 180' cn 160' 140' 120' 100' 80' 758+00 759+00 760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00 773+00 774+00 775+00 776+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - J r' PROFESSIONALENGIARCHSTAMP 9 _ DATE � Q BY CHK APPD DESCRIPTION APPROVALS DUKE Piedmont Natural Gas COPYRIGHT 2018 w A ICENERGY 07/05/2018 ISSUED FOR 30% WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT AREA CODE . -STREAM SILT FENCE REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM J CKF -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS 00 v D M co m MM JOI C DRAWING BY MM L r STATION ID o DATE + m T3 + + PRINCIPAL ENGINEER T3 + o + + 0 0 CHECKER INITIALS + LO m (0r- m m r r- � r- o 447' 50' 30' 89' o 845' 117' 222' AO FAB AO OB AO OB AO JYi C.P. LEGEND C.P. LEGEND PIPE LEGEND TIINSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A -PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE I THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) TE WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. 280' 260' 240' 220' 200' CD co 180' cn 160' 140' 120' 100' 80' 758+00 759+00 760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00 773+00 774+00 775+00 776+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - J r' PROFESSIONALENGIARCHSTAMP 9 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS DUKE Piedmont Natural Gas COPYRIGHT 2018 w A ICENERGY 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM J CKF ACCOUNT NUMBER 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D M ISSUED FOR BID MM JOI CKF DRAWING BY MM L STATION ID DATE INITIALS PRINCIPAL ENGINEER a CHECKER INITIALS JOI U a o o 0 w JYi O of J bi bi + w + �— ri i 3 w ri or co o 0° EXISTING GRADE c� �� I\ 0- � CSI PROPOSED 12" LINE 448 4' MIN. 280' 260' 240' 220' 200' CD co 180' cn 160' 140' 120' 100' 80' 758+00 759+00 760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+00 771+00 772+00 773+00 774+00 775+00 776+00 LL O c� 0 LU 0- a_ a LU J U_ O a REF. DWG(S) PNG-X-448-0001029-2019-SHT 1 PNG-X-448-0001031-2019-SHT 1 SHEET(S) 30 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001030 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 - J r' PROFESSIONALENGIARCHSTAMP 9 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS DUKE Piedmont Natural Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 758+00 - 776+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A ICENERGY 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH REC &STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM L STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI LL O c� 0 LU 0- a_ a LU J U_ O a REF. DWG(S) PNG-X-448-0001029-2019-SHT 1 PNG-X-448-0001031-2019-SHT 1 SHEET(S) 30 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001030 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-063_002448-SAMP-061 _005 448-SAMP-064_000 448-SAMP-065_000 >_ OWNERSHIP 0 LINDA GAIL BUTLER 0 GENEVA BUTLER THOMPSON, LINDA BUTLER WYCHE & 0 JAMES ALLEN HOUSE & CYNTHIA B. HOUSE LLC o NJD, 0 � LL (D 0) LEMUEL DWIGHT PARKER m 00 o w v LL r- 390' r- 370' r- 670' 1370' 0 0 ACREAGE c� EASEMENTS 50' 25' REF. DWG. NO. N J J W of ofof z z _Uj CD co (ifw z N Uj O J Q J z z J W z z ~ z W J W Cr Z Z W W Q O O Z W M CO N W U Z Z Z Z W W i-) U Z W Y Q� U J Z Z N Z W � Z Q Y Z � W w U w Z Z Z Z O Q H J CO M � 2 of = W J W J F- J J J W d Q W W of W M of m of Q m J J W J �i W 2 Q H QQ w U O O w O O w O O 3 O w W _jj _j to F_ C1 N o- w O � C!) - - W Cl � Cl L= Z d d W U _j U W a_ U d U ♦Y (n m Ca_7 W C3i O W U cn O C0 O I, m I, M Ln O O r) CO M M 0) O 0) M CO O Lf) M O O t Ln M M M t U-) CO C0 O N M M Lf) M M OM 0) 0) O O Ln w O Ln O Ln I- 00 0) O + + + + + + + + + C0 00 00 00 00 00 0) 0) 0) + + + M -q- -q- + + + + + + + + + + + + + + O O O O O O O + N + + + + + N N N N -q- 00 00 00 00 0) 0) 0) 0) O O O O O O O O O O 00 00 00 00 00 00 00 00 00 00 O 00 O O O O O 00 00 00 00 00 STREAM CROSSING S20 - TEMP 51 ft. / c / 448-SAMP-064_000 JAMES ALLEN HOUSE \ 6g TEMPORARY BRIDGE (TYP.) a o & CYNTHIA B. HOUSE M P V A \ W23 - TEMP 0.059 ac. II D — — 15.0 WATTLE (TYP.) o N \ .. �. 0 PROPOSED 40' TEMPORARY WORKSPACE *f I LTI 804+00 a N 6X 5 / / ��L7LLIZ 801+802±00, PROPOSED 25. ZEMANENT EASEMENT 797+00 799+00 800+00 00 798+00 803 +00 at o = >>> x oMo of oR �0, I I I I I 794+00 795+00 796+00 7 93+00 _ — �- 791 +00 792+00 — — 1 / — / z c O R oo\ 8+00 789+00 A' M '� ^ q�Y OS I 787+00 78 ' I I I 790+00 — — — _ — I — \ SILT FENCE (TYP.) / I a Oo F F NT O s\ 8,c 0 O 0 I �S \_ I ��FNT / 4+00 785+00 786+ 00 - 78 3+00 78 — — — — — — \ G PERMANENT EASEMENT ) / — � T. 30' PIN � EXIST. W23 — PERM 0.082 o N / o c� + o \ 779+00 780+00 ,781+00 ac. PROPOSED 12" LINE 448 � � o w� z 00 �Q� WETLAND PFO �2 16• 15' EXISTING 3" LINE 37 � z 448-SAMP-061_005 � GENEVA BUTLER THOMPSON, 448-SAMP-065_000 NJD, LLC 'po LINDA BUTLER WYCHE & LEMUEL DWIGHT PARKER 448-SAMP-063_002 LINDA] AIL BUTLER WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE ®- TEMPORARY BRIDGE WATTLE TEMPORARY IMPACT z o 0 0 z LD JOINT o o co o < LENGTH o LULULU a O a 2800' a J in �t �t C.P. LEGEND 3 3 PIPE LEGEND C.P. LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO A -PIPE, NPS 12 X 0.375 W.T. (SCS 40 (STD)), API 5L PSL -2 X52, FBE d d B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. CATTLE GUARD AROUND TEST �n �n C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O O N 8 r 280' 280' ell 260' 260' a N 240' 240' 220' 220' O 0 200'o w �— 0 200' Q 180' EXISTING GRADE + m 180' J ILL V 0 a p 160' - _ L4' 00 �' 160' a II PROPOSED 12" LINE 448 MIN. 140' 140' 120' 120' J ft 100' 100' 80' 80' 776+00 777+00 778+00 779+00 780+00 781+00 782+00 783+00 784+00 785+00 786+00 787+00 788+00 789+00 790+00 791+00 792+00 793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 MATERIAL CONST. METHOD CLASS /MAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001030-2019-SHT 1 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 PNG-X-448-0001032-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 31 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER Piedmont DUKEr6111 DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ENERGY, Natural Gas E&S ALIGNMENT SHEET 776+00 — 804+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG —X-448-0001031 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE/ RESOURCE CENTER/ LINE NUMBER w x N 8 448-SAMP-065 000 (7 z C.P. LEGEND � 240' LD 448-SAMP-066 000 JOINT 220' 0 < THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN LENIGG11i B 448-SAMP-067 001 .. tiO Q OWNERSHIP o NJD, LLC (STD), 45 DEC, 3R, MSS -SP O J JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. N at v FOUR PINES, LLC (STD), 90 DEG, 3R, MSS -SP = N J O Q a - WEIGHT, SADDLEBAG, 1600# FRANKLIN LINDSAY FARMS, INC. 0) 9�t W LL Q 9�t W + v 000 546' � 3 ISSUED FOR BID MM + 0) 000 481' DRAWING BY MM + v ao 100' z 652' + o 000 = h ACREAGE INITIALS PRINCIPAL ENGINEER 80' CHECKER INITIALS JOI 60' o' _j EASEMENTS 25' REF. DWG. NO. EXISTING GRADE Y � � 00 C)i Z m J N N (DJ Z p d O W O N W Z W U p 4' MIN. W W U Z Z w zUj z 3 z Z g J z o z_ o J z oU W Z J W p W H Z 2 J _ J U_ m LQ1 �i LLi W p J p W U_ W U �cf U W w O LLd _ d N O J — w Z — O � Z X O W � O W Of C)fJ U Ln Z W U c:;,,w Ln d d d Of - W Ln w W J W Z W X W W Of J W W w O O r- CV U-) OCf) M � 0) CV O Q) CO O CD N r- CO Q) CO r- O r- m N M r- Cf) M CD w CD O r- O M co M r- O + q- + + + CD CD CD + r- + r- + co + co + + Q) Q) + N + N + M + + � + + + + + + + O O O co O O O co co co O 00 O co O co O co O ON co co CO ;_0 CO OO OO OO (b (b (b N N co co co w x � 5B' STREAM CROSSING S21 — TEMP 54 ft. W24A — TEMP 0.081 ac.A� / \ / 448-SAMP-066_000 I 448-SAMP-067_001 FOUR PINES, LLC / FRANKLIN LINDSAY FARMS, INC. — 804 00 + 805 TEMPORARY BRIDGE (TYP.) +00 n 806+ \ WATTLE (TYP.) \ \ 80j+00 0 \�r� TEMPORARY WORKSPACE 00 \ ` -.8+00 8 p&, %// PROPOSED / O// 1 o g+00 8 �� � / %%' 00 820+00 U \� 0+00 ANENT ' / 0 819+ ,._. J d SILT FENCE (TYP.) _� _ 8y 1 �.�4S`EN\ 17+00 818+0 _ IT - _3 ,+00 0 8 QZ\ W24A - PERM 0.077 ac. EX/ST o 8�2+00 g14+00 815+00 816+0 �a W24 - TEMP 0.025 ac. \ PNG PRU 813+00 I� — \ ERMgNE 62 WETLAND PFO NT EASEMENT ` ` - �U---- f10° \ WETLAND PEM 62 — � � WETLAND PEM 448-SAMP-065_000 NJD, LLC _ EXISTING 3" LINE 37 WETLAND PEM _ W25 - TEMP 0.014 ac. N 8 260' (7 z C.P. LEGEND � 240' LD a JOINT 220' 0 < THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN LENIGG11i B Lu cn w .. tiO .. BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEC, 3R, MSS -SP O J JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. N at 180' o in (STD), 90 DEG, 3R, MSS -SP = 0 o J O Q a - WEIGHT, SADDLEBAG, 1600# � 160' a 9�t W ABOVE GROUND. 9�t W INITIALS 3 � 3 ISSUED FOR BID MM II 120' � 5B' STREAM CROSSING S21 — TEMP 54 ft. W24A — TEMP 0.081 ac.A� / \ / 448-SAMP-066_000 I 448-SAMP-067_001 FOUR PINES, LLC / FRANKLIN LINDSAY FARMS, INC. — 804 00 + 805 TEMPORARY BRIDGE (TYP.) +00 n 806+ \ WATTLE (TYP.) \ \ 80j+00 0 \�r� TEMPORARY WORKSPACE 00 \ ` -.8+00 8 p&, %// PROPOSED / O// 1 o g+00 8 �� � / %%' 00 820+00 U \� 0+00 ANENT ' / 0 819+ ,._. J d SILT FENCE (TYP.) _� _ 8y 1 �.�4S`EN\ 17+00 818+0 _ IT - _3 ,+00 0 8 QZ\ W24A - PERM 0.077 ac. EX/ST o 8�2+00 g14+00 815+00 816+0 �a W24 - TEMP 0.025 ac. \ PNG PRU 813+00 I� — \ ERMgNE 62 WETLAND PFO NT EASEMENT ` ` - �U---- f10° \ WETLAND PEM 62 — � � WETLAND PEM 448-SAMP-065_000 NJD, LLC _ EXISTING 3" LINE 37 WETLAND PEM _ W25 - TEMP 0.014 ac. MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP O 0 00 WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE 2507' An N 8 260' C.P. LEGEND C.P. LEGEND II 240' N N a T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF 220' PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN N B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, tiO 200' BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEC, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. N at 180' o LU (STD), 90 DEG, 3R, MSS -SP = 0 o J O Q a - WEIGHT, SADDLEBAG, 1600# � 160' a � ABOVE GROUND. DATE INITIALS MGR TECHS REC & STD � 140' ISSUED FOR BID MM II 120' DRAWING BY MM N 100' z = h J INITIALS PRINCIPAL ENGINEER 80' CHECKER INITIALS JOI 60' MATERIAL CONST. METHOD CLASS /MAOP I PROFESSIONAL ENG/ARCH STAMP O 0 00 WETLAND - ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT -STREAM SILT FENCE -TEMPORARYIMPACT ®- TEMPORARY BRIDGE WATTLE 2507' An 50' 448-SAMP-067 002 JAMES FRANKLIN LINDSAY & VELVA BOYETTE LINDSAY 1121' a a > JCO J O tY W W W > > w Uj W W C7 Q LY O U' W J Z 0 U U w w OU U W U w J U > w Q U U U W G✓ p U w U W W W W W C3i Li 0 W W a_ a_ O N OM M � In CT 40 448-SAMP-067_002 JAMES FRANKLIN LINDSAY & VELVA BOYETTE LINDSAY 823+00 321 +00 822+00 WETLAND PEM w Z J 2 C) Q O O + N M 00 164 832+00 831(+00 0 827+00 829+00 830+00 - 828+00 826+0 824+00 _ 825+00 — — - - N7111 . _ 777 15450S150I � ' PERMANENT EA 1 PROPOSED ,162' o do PROPOSED 12" LINE 448 \ \ I °m o °wN0 TEMPORARY ACCESS ROAD I o I / sem. 00 DATE v BY C.P. LEGEND C.P. LEGEND PIPE LEGEND N N T1 - INSTALL MONOLITHIC INSULATOR AT TAKE OFF FOR LINE 448. INSTALL (2) BLACK #6 T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE THHN WIRES ON UPSTREAM SIDE OF INSULATOR AND (2) WHITE #6 THHN WIRES IN ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEC, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. STATION. D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 90 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING T4 - INSTALL MONOLITHIC INSULATOR AT STATION WHEN LINE 448 COMES WT - WEIGHT, SADDLEBAG, 1600# JOI CKF RECTIFIER AND GROUND BED. ABOVE GROUND. 50' 448-SAMP-067 002 JAMES FRANKLIN LINDSAY & VELVA BOYETTE LINDSAY 1121' a a > JCO J O tY W W W > > w Uj W W C7 Q LY O U' W J Z 0 U U w w OU U W U w J U > w Q U U U W G✓ p U w U W W W W W C3i Li 0 W W a_ a_ O N OM M � In CT 40 448-SAMP-067_002 JAMES FRANKLIN LINDSAY & VELVA BOYETTE LINDSAY 823+00 321 +00 822+00 WETLAND PEM w Z J 2 C) Q O O + N M 00 164 832+00 831(+00 0 827+00 829+00 830+00 - 828+00 826+0 824+00 _ 825+00 — — - - N7111 . _ 777 15450S150I � ' PERMANENT EA 1 PROPOSED ,162' o do PROPOSED 12" LINE 448 \ \ I °m o °wN0 TEMPORARY ACCESS ROAD I o I / sem. 00 DATE v BY CHK APPD I DESCRIPTION N N W DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 804+00 - 832+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A l + T3 00 0 0 JOI CKF AREA CODE 00 1 0 00 61' 2322'' Bl lA 260' 240' 220' 200' 180' M m 160' 140' 120' 100' 80' 60' 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831+00 832+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS �'' DUKE I Na Piedmont ENERGY Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 804+00 - 832+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECHS REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI _j 00 EXISTING GRADE 00 C)i 4' MIN. PROPO SED 12" LINE 4 48 260' 240' 220' 200' 180' M m 160' 140' 120' 100' 80' 60' 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00 812+00 813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00 831+00 832+00 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD I DESCRIPTION APPROVALS �'' DUKE I Na Piedmont ENERGY Gas COPYRIGHT 2018 DUKE ENERGY LINE 448 PIPELINE E&S ALIGNMENT SHEET 804+00 - 832+00 SAL E M B U RG N GOLDSBORO RESOURCE CENTER GOLDSBORO, NC A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE INITIALS REGIONAL ENGINEER B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE INITIALS MGR TECHS REC & STD D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL ENGINEER CHECKER INITIALS JOI w J U_ O a REF. DWG(S) PNG-X-448-0001031-2019-SHT 1 PNG-X-448-0001033-2019-SHT 1 SHEET(S) 32 OF 45 DWG SCALE AS NOTED DWG DATE 06/21/2018 SUPERSEDED DRAWING NUMBER REVISION PNG -X-448-0001032 D DISCIPLINE / RESOURCE CENTER / LINE NUMBER 448-SAMP-067 002 448-RERT-010 001 448-SAMP-068 001 Q OWNERSHIP O JAMES FRANKLIN LINDSAY JAMES FRANKLIN LINDSAY °+0 FRANKLIN LINDSAY FARMS, INCORPORATED O O ++ & VELVA BOYETTE LINDSAY + & VELVA BOYETTE LINDSAY + LL Q N 000 V 217' 000 Ln 172' 000 2411' O 00 LL 0 ACREAGE LD X w EASEMENTS 50' REF. DWG. NO. J Y J J Z Z M Q - M LLJ W LLJ 00 of O cn 01f Z Z Z Z Z Z O Z D W Z ~ J Z W Z W O Z Z 8 Z O H WLLI W Z U OU Z_ Z Z LLJ LLI L, OfZ LLJ C) Z U O LWi O' U OU Of L) 0Z O O Z 0_ �i Z LJ�i Z O LQ�1 J E W LWi W J m Cr W �i LWi W LWi orf orfW LWi W N 2 H U) U U W W U U W W W O W Z W O_ N O Q - J J U U W Z W W U J F- � Z U (n J Z J W O X W 0_ 0_ (n W W L' C3i 0- W (n J W W L, Z Z X X - N W W W W N W 0_ 0- O I- 00 r- On L0 00 0) M0) C0 N O L0 O) O O cD 00 N CO M Il- r- 0) n O O M 't r, L (0 o -O L0 00 00 OCO � M r- O + + + + + + + + + + + + + N N M -q- -q- -q-L0 L0 L0 L0 L0 C0 C0 + + -q- � + + + + ++ + + + O O O -q- -q- + O M M M M M M M M M M M M M 00 00 00 00 00 00 00 00 00 00 00 00 00 .0- 14- 00 00 Ln L0 L0 Ln Ln Ln Lo L0 L0 00 00 00 00 00 00 00 00 00 (0 00 7s, �7A V %S \\ S� 7SG ,\ --760, Sg \ \ \ \ 60' \ \ \ \ —1 64 C) p 6' 448-SAMP-067448-RERT-010_001 _002 V A \ � � � M JAMES FRANKLIN LINDSAY v P C4 o Z� JAMES FRANKLIN LINDSAY & VELVA BOYETTE LINDSAY �& VELVA BOYETTE LINDSAY STREAM CROSSING \ 448-SAMP-068_001 �� \ II �` 7:r-\ Qr cp m co � V � � � � S22 –TEMP 58 ft. � � A � \ \ WETLAND PFO \ WATTLE (TYP.) W29A –TEMP 0.051 ac.- \ FRANKLIN LINDSAY FARMS, INCORPORATE \ � � D V A \ _ y v V v v v \ —164'— — —162'— 0(0 o w o 4r SILT FENCE (TYP.) NO \ PROPOSED 4 o ' TEMPORARY WORKSPACE � 00 850+ \ g54+00 v 851 + 0 0 852+00 853+00 855 -o \ V — 2� z , n, � at W29A - TEMP 0.051 ac. � � � � � '� � � � +00 v 844 843+00 84 6+00 847+00 8 48+00 849+00 845+00 — _ %� \ 13• 00 Q � � � � moo. � 2 x o 1 1' -� _ ,dT� 839+00 840+00 841 +00 842+ _ �/ _ 836+00 - "i — — _ _ W30 -TEMP 0.023 ac. � � � '11°, X00 85 \ 8�0 � � \ \ � CL ------r. 837+00 835+00—'==836+00 _ _ _ 834+00 -"- 0 0 �� �, � � 50' EPEP RMANENT EASEMENT I I I I WETLAND PUB J \ \ 0 / 8590 / " --PROPOSED a33+ PR 200 C I \ I I PROPOSED 12" LINE 448 I I \ \ 0 8 U) 1 50'�I I I \ I I \ \ 6 00 a 150 I I TEMPORARY BRIDGE (TYP.) I WETLAND PFO W29A - TEMP 0.051 ac. / W29 - PERM 0.023 ac. Go 00 Q0 co 00 Ln Lc) WETLAND ROCK CONSTRUCTION ENTRANCE - PERMANENT IMPACT _ -STREAM SILT FENCE TEMPORARY IMPACT ®- TEMPORARY BRIDGE WATTLE 00 m 00 150' °° z 0 ++ 7 WTS 25' C/C O 0+ Z LD JOINT N 00 0 00 o < o L ENGTH LU �LU .. .. a � a 2800' a J in �t �t C.P. LEGEND C.P. LEGEND PIPE LEGEND T3 - INSTALL (3) BLACK #12 THHN WIRES ONTO DOWNSTREAM SIDE OF - INSTALL MONOLITHIC INSULATOR TAKE OFF FOR LINE INSTALL ( BLACK #6 ROAD. INSTALL STELTH7 REFERENCE ELECTRODE. BRING ALL WIRES UP INTO A - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE d d �n �n THHT1 I ITE I WHITE #6 THHN WIRES IN BIG FINK ABOVE GRADE TEST BOX AND PLACE CATTLE GUARD AROUND TEST B - PIPE, NPS 12 X 0.375 W.T. (SCH 40 (STD)), API 5L PSL -2 X52, FBE/PC DOW WIRES ON UPSTREAM SIDE OF INSULATOR AND INTO DOWNSTREAM SIDE OF INSULATOR. PLACE ALL WIRES INTO JUNCTION BOX AND PLACE STATION. C - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE D - ELBOW, WELD, NPS 12 X 0.375 W.T. (STD), 45 DEG, 3R, MSS -SP -75 Y52, FULLY SEGMENTABLE JUNCTION BOX IN A SAFE LOCATION INSIDE OF FENCE. T4 - INSTALL MONOLITHIC T2 - INSTALL (2) #2 HMWPE CABLES FORT NEGATIVE (-) CONNECTION TO EXISTING INSULATOR AT STATION WHEN LINE 448 COMES ABOVE GROUND. WT - WEIGHT, SADDLEBAG, 1600# RECTIFIER AND GROUND BED. O a g 260' 260' ell 240' 240' a N 220' — — 220' 200' 200' O N 180' o _ EXISTING GRADE 0 180' LU J QL0 0 N V)m O w J O a 160' � 00 c� 160' 0 a -� 4' MIN. 0- 140' 140' PROPOSED 12"L INE 448 120' 120' � N 100' 100' J7 fti 80' 80' W 60' 60' a 832+00 833+00 834+00 835+00 836+00 837+00 838+00 839+00 840+00 841+00 842+00 843+00 844+00 845+00 846+00 847+00 848+00 849+00 850+00 851+00 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00 MATERIAL CONST. METHOD CLASS IMAOP PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-X-448-0001032-2019-SHT 1 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 PNG-X-448-0001034-2019-SHT 1 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 33 OF 45 DWG SCALE AS NOTED DUKE ENERGY LINE 448 PIPELINE A 07/05/2018 ISSUED FOR 30% MM JOI CKF AREA CODE DATE NITIALS REGIONAL ENGINEER DUKE Piedmont DWG DATE 06/2112018 SUPERSEDED B 08/31/2018 ISSUED FOR 60% MM JOI CKF ACCOUNT NUMBER ' ENERGY: r6111 Natural 'Gas E&S ALIGNMENT SHEET 832+00 - 860+00 C 12/12/2018 ISSUED FOR 90% MM JOI CKF PROJECT NUMBER 0219384 DATE NITIALS MGR TECH DRAWING NUMBER REVISION REC & STD SAL E M B U RG N C PNG -X-448-0001033 D D 02/15/2019 ISSUED FOR BID MM JOI CKF DRAWING BY MM STATION ID DATE INITIALS PRINCIPAL , PROFESSIONAL ENG/ARCHSTAMP ENGINEER COPYRIGHT 2018 GOLDSBORO RESOURCE CENTER GOLDSBORO, NC CHECKER INITIALS JOI DISCIPLINE / RESOURCE CENTER / LINE NUMBER 2j38Wf1N 3N13 / 2131N30 302jf10S32j / 3NI-ldlOSIa G tC0 X000-8tt-X- 9Nd NOISIA32J — 2j38Wf1N ONIMVJCI 030MEdns qwO / Z/90 31b'4 JMa 4310N SV 3WOS JMd I St, JO t£ (S)133HS � 1HS-6 WO -0£U000-8Vt-X-9Nd � 1HS-6 WO -££U000-M-X-JNd (S)JMG 'd321 ON (M 108SO100 2JIAIO 3O2jf10S32j owosa30O n ON ��I I W ��S 00+8L8 - 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