Loading...
HomeMy WebLinkAbout20181640 Ver 3_Consultant email for measures to satisfy Condition #20_20191104From: Shearin Dramby To: Thompson. Emily B CIV USARMY CESAW (US); Scarbrauah. Anthony Cc: Shearin Dramby Subject: [External] Line 439 Wetland Fueling for HDDs Date: Monday, November 4, 2019 5:18:14 PM Attachments: imaae001.pna Line 439 Fuelina Proceedure.pdf Line 439 Wetland Fueling Locations.pdf Importance: High External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to reoort.spamPnc.gov Good afternoon Anthony/Emily, As discussed last week, due to the geometry of the pipeline alignment, refueling of HDD drill rigs at 3 of our 7 HDDs are required to occur within wetlands: 1. H DID #1— Sta. 147+81 2. HDD #2 — Sta. 287+12 3. HDD #4 — Sta. 504+92 I have attached the 3 HDD drawing sheets for reference. Also attached is a fueling procedure that will be used during all wetland fueling. During wetland fueling, both the equipment being fueled and the fuel truck will be placed inside containment and a pre -job brief will occur prior to every instance of refueling. With that said, Duke Energy requests approval to perform refueling in wetlands at these locations according to the attached fueling procedures. Note, it is anticipated that each of the 3 drills would take approximately 1 week or less to complete. Please let me know if you have any questions regarding this request. Thank you, Shearin Dramby President/Sr. Regulatory Specialist Dramby Environmental Consulting, Inc. www.drambvenv.com Cell: (757) 894-1673 DR.4MBY Dramby Environmental Consulting is a certified small, woman -owned business! in the event of any spill within a buffer, large or small, immediately notify El. Jeff Niewald (618) 600-2787 All personnel performing fueling will be trained in the process of dispensing fuel and be familiar with this procedure. A written copy of this procedure will be on location when fueling within a buffer is being carried out and will be available upon request. Refueling within buffer will require two personnel, one to dispense fuel and one to stand by pump shut off in order to immediately shut off pump in the event of an equipment failure or overfill. Personnel performing refueling within the buffer will be in direct site of one another, have clear line of communication, and be free of distractions. When refueling within a buffer, Fuel will not be dispensed using the automatic shut off feature of the fueling nozzle and will be held by hand and visually monitored to prevent accidental overfill. When refueling within the buffer, a bucket containing an absorbent pad will be utilized as containment for fuel which may drip from nozzle. Spill kits on fuel truck and machine being fueled, will be immediately accessible. Spill kits will contain bags to be used for collection and transport of contaminated soil or other media collected in the event of a spill. Fuel truck will be grounded. Static ground strap will be standard. A ground rod and cable will be used where strap will not make direct ground contact. All fueling equipment connections and pump on fuel truck are located within built in containment. Any connections of fueling equipment not within the built in containment will have absorbent pads wrapped and secured around them. Portable fueling tanks on pick ups will have absorbent pads around all connections and the pump. If there is potential that a spill would immediately impact an environmental feature, spill control and containment measures will be installed close to the feature boundary prior to beginning the fueling process. OWNERSHIP KEITH E. WAINRIGHT AND SANDRA M. WAINRIGHT NC 11 R-2250 BYPASS KEITH E. WAINRIGHT AND SANDRA M. WAINRIGHT CARL W. BLACKWOOD AND JOHN B. LEWIS, JR. LL O LL O ACREAGE LD o' EASEMENTS 50' 50' 50' REF. DWG. NO. 8.A17006.00.0_MP 2.70 NC 11 R-2250 BYPASS-1 Q CD Z C0 LIJLIJ LIJ F- H Z¢ Z J > p CD Z O F— < 00 OU LLJQ W Z_ >_ w Z O cV FH — p J LIJZ_ J M J Q w � O_ F— C!J �� � X 2 Ofw o 2 LL ry w � LL U) Cn 2 U 2 a W a W U w a Q ci W U U > F— Cn F— O F— O p w 0 O 4 co a F— Q of z p a w w Of X z Q 2 a aw a =5 > a F- a w w 2E O CV M� Lf') CDCOCO 't 00 CD 0) O O (V Cl) I— O O V O LO O GV 00 (V O t t t t t t t t t + t t t t t t N N N N O I— F- 00 00O O ti F— 00 6) O V V V V V V V V V zi V Lf) LC) O LC) f • = =' �'yi'r.' PITT COUNTY NORTH CAROLINA k *:.r.r. �'. :r , » J.;�•- - ;;., '' \ .y r �f. k>y , \a' ` '�.�5� 'i tj ,%% • ,+ - _7 f \ -ANDIL i : 1 O N p NC-PI-011.500-ROW WA .♦.♦1 . +."`I r .� `cy_ ✓ ` is t- A �♦♦�♦� 1 t tr ��: NC-PI-0-ROW f, HDD EXIT ..�♦•�♦ ♦♦��� t.• r 3t.�" yF, i _ `�Ffi •' "�.;./! O ^co , SEE DRAWING -� . . ♦♦♦ ♦ 1 art. 4 .1.h. fit. :�'• q �:,.• �tr•' t'•. •i' .- 'j i - k° \ i, , ie - PNG-C-439-0001041 �♦�.�♦�♦ 'i►.' t 1oW�y' k II 1.�♦♦�♦� -_ .:?�.,1,�f�` �;.. - :c' > r WETLAND ♦�•�II �`x ' r�'•• t1`�� f. +.,- ::s•. ti "i PROPOSED 1 �.��I�I�♦�♦�.I���►�I :.'�? WA *. •'%.; . . f r �♦♦•�:♦�.♦�♦.�♦♦.���•�.. ' ti _ ' " ••��•�• ti ACCESS ROAD t - �. ' .�. •a T •� �♦ — . ♦� 4 C` WETLAND _ WA \ 0 //// o �i C 162+00 ���� \ ,,� a ��♦���♦����. M 164+00 o 00 A. m . - - z QN \ I\ " _a!i• n ` .t E. '� I 1 ' �! - . 'rs _ i'" :7 r'` ,y/I \ f!� �y[ `�• .lY r` `t t. `. ��1►A'. r i_ _ _ _ _ _ `C 'i •'JT• _ . -? �`!!�' .t.•• j•,Y �; 1• ��• •\ : i, •i c - +O L a y :.'i yi ,-, .a.%'' ; . \ . 7 A. - _ _ o r. �A" '�' PROPOSED :, r +i'�'•'1 1 �. ,...� 12 PIPELINE 0 (- • + .r�i' . <' • 'ti.-:.. ';4r - '� r , f 'M l AA .t . �• •v i ' K.1t ♦ {{_ y.. 4 R ! •c fi ' ',.sue' 2 S 1•'- PR P ED i O OS 50' .Fyn« Y l - -.¢ - -•Z �• t c y PERMANENT • I i �� •� J �\�• i F v. 3- G Ir' y R +, • r-t ! • r EASEMENT 5'. d. I'• . 9 _ r 1 -...- c.•�. �_.�.' !a• •,' • °w. ';i :3K'' ;,• ,Y' NC PI 013.500-ROW lJ . tP .. :,, 1 o. s ..j - ,.�. oi • e , 41 z APPROVED FOR z �< CONSTRUCTIONUj o �� F- a_ w t5 DATE: 07/30/2019 Uj a O J Cn Ila •Na LA HUNT 63 EAST REYNOLDS DRIVE RUSTON, LA 71270 FIRM #: P-1544 0 N 0 160 w 'o 160 II > U U U Z O O W Z in N 120 = SEE NOTE 2 m SEE NOTE 2 120 w 00 CO + C W CV CO CO C1 EXISTING N w = GRADE w o o 80 80 0 w a 00 w a 0 5' MIN. 42" MIN. II NOTE: 40 PROPOSED 12" PIPELINE 1. CONTRACTOR TO MAINTAIN 5 FT MINIMUM COVER WITHIN ALL AGRICULTURAL 40 g AREAS AND ALL WETLANDS. N 2. CONTRACTOR TO INSTALL BOUYANCY CONTROL WITHIN WETLAND AREAS AS SHOWN AT A RATE OF 1,680 POUNDS PER 40 FEET OF PIPE. F 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION 0 �0 0 142+00 145+00 150+00 155+00 160+00 165+00 170+00 MATERIAL O 581' 02,219' CONST. METHOD HDD TRENCH CLASS/MAOP 3 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-439-0001004 JA Cad �•,, 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-C-439-0001006 PN G-C-439-0001041 NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS LINE 24 REPLACEMENT PROJECT (LINE 439) SHEET(S) 7 OF 42 DWG SCALE AS NOTED 0 04/11 /19 ISSUED FOR CONSTRUCTION HGA MEH RLA AREA CODE DATE INITIALS = 044d _ N/A REGIONAL ENGINEER Piedmont / ALIGNMENT SHEET DWG DATE 08/22/2017 SUPERSEDED 1 07/30/19 REVISED WORK SPACE AND HDD EXIT LOCATION HGA MEH RLA ACCOUNT NUMBER PROJECT NUMBER 2451417 DATE INITIALS N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY JWP 'RT t ARGV���'`~ REC & STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP. V V `n/ I N T E RV I L L E, NORTH CA RO L I N A PNG C 4 3 9 0 0 010 0 5 1 STATION ID DATE INITIALS PRINCIPAL PROFESSIONALENG/ARCHSTAMP RLA ENGINEER CORP. OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, INC 28210 Tarboro Resource Center, North Carolina CHECKER INITIALS RJB DISCIPLINE / RESOURCE CENTER / LINE NUMBER } < OWNERSHIP CLYN WILLARD BARBER AND WIFE EDNA PARAMORE BARBER WILLIAM STUART FORLINES AND WIFE, MARY ELLEN FORLINES WILLIAM STUART FORLINES ALVIN RANDOLPH WINGATE WILLIAM J. SHIVERS AND WIFE, LINDA B. SHIVERS CHARLES L. MCLAWHORN, ESTATE < ILL O ILL O ACREAGE LD o' EASEMENTS 50' 50' 50' 50' 50' 50' REF. DWG. NO. z z w w w w Lu Z J Z Z J Z_ z_ O r— JZ_ W J ZN J J J Z Z Z t` W O c� � Z J Q Q Q C'7 Q IN J OZ_ r— U) oV of Z 2 ELI W c0 f- f- L0 H LL1 L0 LLJ LLJ W Co 2 C 0- W d — L6 W U W W LLJ d Cl a_ O f- Cn Q U O C Q O Q C� C Q 0 H O Q O O Q Q of W Of W~ W W Z � 0- Q 2i Cl > d Cl [l > > d > W c- [l d a_ 2 [l O 00 00 O Co M O 0-) ti Co L0 N 00 L.0 I� N_ N O O 't CD I` M CD M CD 00 7 00 LC) Co LO C) O + + + + + + + + + + + + + + + + + + + + 00 C7 C) C) N Cl) V � Co 00 O V LO LO ti 00 Lf7 LO LO LO Co Co Co Co CO Co ti I— 00 00 00 00 00 0000 00 N N N N N N N N N N N N N N N N N N N N K PITT COUNTY NORTH CAROLINA w \ WETLAND 6 J - ri Y Wwlf •.► o c' r HDD ENTRY NC-PI-027.900-ROW—�-- cKc :=4' „ •. aea fi•'.. �hr' . .. WA r ` r y . y4,��5-:; SEE DRAWING O O N 00 >- y�.y ^� a4 �l PNG-C-439-0001048 iK f L A I fb'i i' R-44 EPLACE CULVERT WITH n +�r + '. �!�c V' ? ,� �.'.r 276+00. p' � ` NEW CULVERT OF SI w �� L r�=— 278+��I MILAR y ' . ?• + PL :_• y SIZE AND MATERIAL v + 274+00 _ •r+ o k, \. H '� a�C.i T:. _-3`��J oy6r-"""-e' •/ 2 8 Y/ , ,,,� �� �.♦�•.-•�•�♦•♦• .�� j�-.� ♦ •�'� :I��.�/ ,,,, BI�I I -II ,••� _�� ♦ _- N I I o AL Y'a�� __=ter— 266+0 ,,�, �.1.�� �,♦ �♦•�•1• • 288 `�. z ��— �,�` I��I�I�•II�I��I��I�� 1 // PL z I� I_, _ /��� _�,�,• �•��Iwr PL L = I��II�� I�,� �, !I:��I�•��•��I1�►�►��- PROPOSED - — PL P' / Q �������A9*7A �/�_� �•������` "� Y\ `� 12" PIPELINE PL PL PL PL A"' PROPOSED 50' PL � P PERMANENT // 4 EASEMENT i PL / • " � L NC-PI-030 000-ROW PL PL L . J NC-PI-028.000-ROW • t ti . Qom, NC-PI-029.000-ROW y ^, - NC-PI-029.510-ROW.} r NC-PI-029.500-ROW PL 1 Qr icy r F! z APPROVED FOR LD JOINT CONSTRUCTIONLIE o a_ co LENGTH a_ � DATE: 08 23 2019 � O J Cn 11t ■11 LA HUNT 63 EAST REYNOLDS DRIVE RUSTON, LA 71270 FIRM #: P-1544 0 N 0 160 160 w w o o NOTE: z o Z 1. CONTRACTOR TO MAINTAIN 5 FT MINIMUM COVER WITHIN ALL AGRICULTURAL � z AREAS AND ALL WETLANDS. o o 2. CONTRACTOR TO INSTALL BOUYANCY CONTROL WITHIN WETLAND AREAS AS 120 w SHOWN AT A RATE OF 1,680 POUNDS PER 40 FEET OF PIPE. 120 m m M 00 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION 00 Q N N N CV LU J = "� SEE NOTE 2 z w w J O O 80 EXISTING GRADE CD 80 O CL 00VI N N CL O a0 N II : 42" MIN. MIN. 5' 5' MIN. g 40 PROPOSED 42" MIN. 40 to 12" PIPELINE 5' MIN. 0� 0 0 258+00 260+00 265+00 270+00 275+00 280+00 285+00 288+00 MATERIAL 102,912' O2 88' CONST. METHOD TRENCH HDD CLASS/MAOP 3 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-439-0001008 CAR PIEDMONT'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-C-439-0001010 �. ,�� ...... C� � . • , PNG-C-439-0001048 O � C �' = NO DATE REVISION(S) DESCRIPTION -Y CH APPD DESCRIPTION APPROVALS SHEET(S) 11 OF 42 DWG SCALE AS NOTED — : E — 044097 4.;4 PiedmontDWG LINE 24 REPLACEMENT PROJECT(LINE 4391 ALIGNMENT SHEET 0 4 11 1 0 / / 9 ISSUED FORCONSTRUCTION ssU O HGA MEH RLA AREA CODE DATE INITIALS N/A REGIONAL ENGINEER DATE 08/22/2017 SUPERSEDED 08/23/19 REVISED WORKSPACE HGA MEH RLA ACCOUNT NUMBER 140�' PROJECT NUMBER 2451417 DATE NITIALS N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY JWP L pRG���� /1l11111� REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP WINTERVILLE, NORTH CAROLINA PNG -C-439-0001009 1 STATION ID DATE INITIALS RLA PRINCIPAL ENGINEER PROFESSIONAL ENG/ARCHSTAMP CORP OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Tarboro Resource Center, North Carolina CHECKER INITIALS RJB DISCIPLINE /RESOURCE CENTER /LINE NUMBER OWNERSHIP IELENA LITTLE BRANCH, ET AL JACK J. ALLEN AND WIFE, ORA A. ALLEN HARVEY L. STRONG, ET AL L. GRIFFIS WORTHINGTON, ET AL < ILL O ILL o ACREAGE c.3 o' EASEMENTS 50' 50' 50' 50' REF. DWG. NO. c� z O o o z o zQ Q w :3 Q :30 Q OQ pZ oO wOO Cl) 3 cOQ Q ILL! w F- F I— F- LZ ILL] Q Q Q w Q X w2 Lu Of a d w cznw wwf wCO U ww ww w N U DU0 4 (D O of O U ti o O O 0 4 Q w- w o w z x w�ft� U z o X ft� w Q :E > 0 > _ 0-> w w >tna- Qww a- > d O O 00 00 M Cl) O 00 N f— O V M O O N O L0 LC) LC) IO _ CD In CO r- CV 00 CDN C) Cl) O C0 CO CO M O 00 M co O + + + + + + + + + + + + + + + + + + + + + + Cl) co M I— ti 00 00 O O � � I— M O O 6) C) d7 O 6) C) C) 0') CD CDO CDO O O O CZ) CZ) V L0 L0 In LO Lt) LO LO L.0 L0 L0 LLD LO LO LO JI�.ii�{. �` t;y, � ' \ f t• , �r'.i^! � : • � '+<', f.: '. ri: ". ,t`.' 1 -sv �p�- PITT COUNTY' NORTH CAROLINA — `, •.?><. h,. _ : `t _C �, v • ` .:-yam, a , - `5�.. �.: TTT���. . �: �, !. i f 1 C<y,~t j'� -1.` "► f ' � ' `S � •`tom �.b.••, � � y `�T a ..R:. •. _n r . _ a .a -S, r1 •�• � r •• i'Y; _ E- r• M .- 'ice .! R y. rn. . r .fdi y. .•'� �• , l 1� -4'.� - , •; Y`y: :¢-. ,.a .._r. 1�,; Y,• � a ^'{Ji•�, Imo, .a _ � _ �- t' '•1 ,.S _-•Y'• .1-�. y� �:�:, r..'•'!i.' �' ti'�., .'i.i `t,! 7f "' 1 le `. .:i Ci 'Y a. r ter a'' tea'♦ P '✓. . k' `•t4•- D i• i. .7. h�'r 55 5 �. tw `' ? -r_ r: s k - ... - WETLAND ! �+` ` r V , - ` - r!L•+ .. '`+,S4.�f�'`O` N Q v '--h.• %.. WETLAND :> �.. �- y _ ns -!+II ei; ti:' . r " 3 "�•., o "�?;_-'� �v �` +'�+: .� _:. "`''c' <ePr'• ;/ 1,!'' --`-- ' '£•'w'* y ."'� w ``' - WA{�. `t,,v t,• �;;,'•vltY.so6;. ;.+�i,:_: �„ ,_ ',�� '.. 557I700�0❑ ---�.�_ 4, .�,. •f.'f•�' ''� t l� •� .' •4., , . tr a- , '1^ . .1 a • ,r+. '. y..,,.•,Y .� ti-'` a i - �_ -- S -'ao-, z -rf ` i ,, : r �� t ,+.' . s. HDD EXIT ac, . , {t . , t t ♦ f O f•r HDD ENTRY a: s :.• a rr }. SEE DRAWING :. `i ti1�t.• ,�:,: /' SEE DRAWINPNGG-C-439-00010I � �a , _ - PNG-1-439-0001049 •• _- - - Ma . .r M.P. 'r• „ , � 1�1 111�� 9.5 a 4. ',r 7 ' ' ! 0a • \ � - r'�?"-r'^'o �1'1111.11�- '498+00 , ��.�I• �'N:W � 502+00 , n _ 504+00 � ` ' 49��0 /00 //// Q � ��� 508+00�tFr ' - _.-.-. Mail 00 Q / Yam! ��� Z , ��. �1�• _ � e.�!��l�:a'. ,r ��.` �y/, 1 . Y a • N �, ���•1ZYW'►?.��c4.i''�r: STREAM PROPOSED y sw"t�r' S1PIPELINE 4 f'.i•r,: .�T .,AI�/A o%� W.1��1 dt `:.i.ti =` r' '1 j �. .� cPERMANENT r !!� o .r T•�`f °.r ♦ PROPOSED50' `1 • <U EASEMENT �F` PROPOSED HEE 551❑®❑ •,S .. i - }►; a..: ACCESS ROAD ``� FOR CONTINUATION - ►° � ACCESS ROAD SEE SHEET `' •tom r'- i _ �� /! PNG-C-439-0001052 F! z APPROVED FOR z o CONSTRUCTIONLIE LENGTH r, LIE a_ � LEI \.., DATE: 08 23 2019 � O J 11t ■11 LA HUNT 63 EAST REYNOLDS DRIVE RUSTON, LA 71270 FIRM #: P-1544 0 N 0 p 120 w >a- 120 II > O O w , 11J SEE NOTE 2 SEE NOTE 2 o p co + z + N 80 ,� w w m "' 80 LO CD o + CD EXISTING N GRADE CD w = w 0 a p opp 40 42" MIN. 5' MIN. 40 0 a 5' MIN. PROPOSED 5' MIN. NOTE: II 12" PIPELINE 1. CONTRACTOR TO MAINTAIN 5 FT MINIMUM COVER WITHIN ALL AGRICULTURAL AREAS AND ALL WETLANDS. g o 0 2. CONTRACTOR TO INSTALL BOUYANCY CONTROL WITHIN � WETLAND AREAS AS SHOWN AT A RATE OF 1,680 POUNDS PER 40 FEET OF PIPE. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION -40 V -40 0 491+00 495+00 500+00 505+00 510+00 514+00 MATERIAL 10 623' O2 769' (D 908' CONST. METHOD TRENCH HDD TRENCH CLASS/MAOP 3 PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) PNG-C-439-0001017 PNG-C-439-0001049 CAF?01// 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-C-439-0001019 PNG-C-439-0001052 — E — NO DATE REVISION(S) DESCRIPTION -Y CH APPD DESCRIPTION APPROVALS LINE 24 REPLACEMENT PROJECT(LINE 4394.;4 SHEET(S) 20 OF 42 DWG SCALE AS NOTED 0 4 11 1 0 / / 9 ISSUED FORCONSTRUCTION ssU O HGA MEH RLA AREA CODE DATE INITIALS REGIONAL 044097 3'�1 � N/A PiedmontDWG ALIGNMENT SHEET DATE 08/23/2017 SUPERSEDED 07/30/19 REVISED HDD ENTRY AND EXIT LOCATIONS HGA MEH RLA ACCOUNT NUMBERENGINEER DATE INITIALS %1'O�' 2 08/23/19 REMOVED WORKSPACE HGA MEH RLA PROJECT NUMBER 2451417 N/A MGR TECH Natural Gas DRAWING NUMBER REVISION DRAWING BY JWP L pRG���� /�l11111� REC&STD COPYRIGHT 2015 PIEDMONT NATURAL GAS CORP WINTERVILLE, NORTH CAROLINA PNG -C-439-0001018 2 STATION ID DATE INITIALS PRINCIPAL PROFESSIONAL ENG/ARCHSTAMP RLA ENGINEER CORP OFFICE 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 Tarboro Resource Center, North Carolina CHECKER INITIALS RJB DISCIPLINE / RESOURCE CENTER / LINE NUMBER