The URL can be used to link to this page

Home My WebLink AboutNCC232147_MODIFICATION Supporting Documents_20230918 (2) LEGEND L0 CODE TCE TEMPORARY CONSTRUCTION ENTRANCE _ - 4 ; 0 CD SEDIMENT TUBE CHECK DAM O +) CD r LOD LIMITS OF DISTURBANCE -LOD- j_U !'}� \ * I ' \ ,� Z -c\ IT 3' x 3' x 4' DEEP BORE PIT SF SILT FENCE —SF— L Q < / 4j \ �` 13.5 FROM EOP SFO SILT FENCE OUTLET SFO _-_ _� - �i� `♦ .P I COMPOST FILTER SOCK ____ i� P C) �'� ID PROPOSED 8" MDPE ♦♦ 00+ U) INLET PROTECTION Ou \ CFS COMPOST FILTER SOCK - - - - Q . Q GAS LINE 1 O O O fn p SFB SEDIMENT FILTER BAG SFB � l '■ ,/' /1 -� I ram'' 2 � p + `�` + N FLOW O O Q O \ + �. GAS LINE -I .' ,' / d� , 1 + O ` r —� C4 + PROPERTY LINE -•• ••- . / / / / RL --' 11 �Ly ' T r 36 0 35 34 O 1 p O // .'� '' .' * 29 29 30 31Y* 32 33 34—x�35 36 �sS r0 \\ \\ MAJOR CONTOUR •-•100•-• -/ � /i t( /i // �1 29 as i f�I MINORCONTOUR ---102--- I' .��---- �� i , / 1 '`9 __ m� \ `♦ S _- ------8S / dy STREAM '/ \ \\ ` �� 1 tom\ —1` — — JHo JHo _ I / __ ` N ON ' * -' _ 3Ho 3Ho� 3 - i _-- '' ' '' �_ ' 1—_------' ' � ` 3Ho � 3Ho Ho 3H4 3Ho \ �—aHo WETLAND �.�•] ___ } \ \_ __` a"o ♦` Z I OY —OOY —OOl O —OOl —Oo, —0Ol 1 OOl-�`bG1- OOl 1—OOI OOl —OOl 1—OOl OO P O OOI —OOI _--------/ O O ` - INV-2 .52 dV:2E81 \` ----------- -- ----------------------- I` AOY-�90r10 �i �Ool JHQ O {{{...iii 3Ho 3Ho — O — JHo 3H O — _ O + M - O O \ NOTES: p C4 0 R = tea" 29-30� 20 -- - r ------- RR CD _ ---- + 0 ------ \28_ FLOW ► o CD ,n ----------'-- 18' LOD r - 26/a`27 PINEY GREEN RDo-- ''b ,, CFS _ m4 _ ' z - ---_ z ---------' -n 36' b w�--_-- O 1. CHECKDAMS SHOULD 24 25 CFS �'� ' /'� " _ ------------ REMAIN IN PLACE UNTIL 22 23 - _--, > 33 ro AREA IS STABILIZED. 18 19 20 21 8' , - /_-------' - \ a"° , 2. LOCATIONS OF ALL Q FS s— — s— — s s— CROSSING BY HDD SN B 32 SN E D— L a a use NK 5 �31vo - ,� _ METHOD. SEE SHEET 14, SN EROSION AND SEDIMENT 0- �3 \�. Ti 1a°RCP NO END FOUND TAIL 1 31 wwwwwwoCONTROL MEASURES ,- �3H°�3H°�3H° LO IE=28.98 CFS DE _ --- - 0 - __________________________ z _ ____ 3 - � _ _ SHOULD BE ADJUSTED TO a - — - -� REFLECT FIELD CONDITIONS. ,�: ----- \ ; 2g - 32 22 23 24 25' 26 27 28 29 30 31 32 � \ � i/ 3. CONTRACTOR SHALL FIELD % - 32 32 , 3 x 3 x 4 DEEP BORE PIT FLOW FLOW ] ,'' 21' FROM EOP 28 , ADJUST AS NEEDED TO 3 x 3 x 4 DEEP BORE PIT 31 �� 30 MAINTAIN STANDARD ` 11.4' FROM EOP - - ] 29 ' MINIMUM HORIZONTAL 1 CROSSING BY HDD ] , 28 j� ' METHOD. SEE SHEET 14, AND VERTICAL CLEARANCES DETAIL 1 FROM OTHER UTILITIES, DRIVEWAYS, CULVERTS, ETC. 1 / --� 4. SOME STRUCTURES MAY NOT BE SURVEYED AND ; ,' �- 27 `% _---- MISSING FROM EXISTING L �, _- ,' ; A `. CONDITIONS SURVEY. dh CONTRACTOR TO INSTALL ' ' E/C DEVICES ON ALL STRUCTURES BASED UPON i, %� 28 EXISTING SITE CONDITIONS. GRAPHICS ALE(IN FEET) i /'- i * ] ` 50 0 5 50 100 ' 26 \ 5. CONTRACTOR IS TO 1 inch 50ft. T �, `, PINEY GREEN RD INSTALL 8" MDPE UTILIZE TRENCH-LESS ,\ ♦ ♦ INSTALLATION METHOD AS ♦ , - GOVERNED BY THE EXISTING FIELD CONDITIONS, WHERE /� �`♦ \\ ] ------------- _____---- - - APPLICABLE. n Z 34 33 32 ,31 ��' ♦♦♦ / i i r''31 ------ `♦` 1 LU W 6. LANE CLOSURE WILL BE m 30 ♦ _ + , REQUIRED ALONG ALL WORK ' i ♦`� / /' ' ' ----' ► ' ' �� 0 % AREAS IF 2:1+5' FROM = CROSSING BY HDD ] • 30''-- ; < 25 `, ► ' ' \ ill ' 3' x 3' x 4' DEEP BORE PIT ] / , 24 I ► ' ` ' + � METHOD. SEE SHEET 14, , � �\ z \ TRAVEL LANE CANNOT BE 8.9 FROM EOP DETAIL 1 3' x 3' x 4' DEEP BORE PIT / \\ : I ► ' \ = Q MET. 0 p 0 10.6' FROM EOP \\ \\'26 ♦`---- ---''J + 0 0 0 0``. 0 0 \\--\ 27 -`--�` Q \ \\ 7. IF 1:1 THEORETICAL T o os � p + + __Q----__ 0 --'' p r' r. z r' _�c O 4_ . O O . / a '��, W N M ---- \+` + 0 FAD 0 0 0 CANNOT BE ACHIEVED - �' 30._, \ SHORING PLAN IS REQUIRED. �� w ``♦ . ' /- �", 31,\ W 0 0 ------ 12' RCP O z ♦ 32 \\ �` �\ �` 1 �• ---- W J e• �\ �. O I IE=29.17 U� / ♦ W `\ —Doi — / a - a %/ <' ao / / FLOW I \�` In OOY —DOY —1— — —1— — —1— — —1— — —1— —1— — 1— — —1— i— Z dps - 'Qt �O '9 �� S i'L6 / .s /96 / ' "� �! 2� �6 a �6 27 �S �� (!) I ` —aoi —aoi —aoi —aoi / — — — — _ NV:27.79' t- a �'� , `� `� --- , '� r ' s s INV:23.91' -� S sr �S \\\\ Q oo� — — to a I N V:27.62 v \\` -- X X a X / � aoi —aoi C3—aoi —aoi aoi S T P �' `-—-- -- sr - r SN POST - N _ _ _ �s �� cal_ _o :3dOH,Zl = _ — —� _. Y OY o0 —ooY ooY —DO, —DO, --avl—Oo�+—ool' DOY —DOY t—(101 —1 DOY —DO -— — — z L LOD— LOD LOD— L 1 0 ' ' C = dJ�CBI - (/) ` ______ - - ` ---/ M�o W ool —DO —DO —ooY —ooY —ooY—o�Ol—OUT 1—�-QDIa -4oT--�pT x�1 t Z OO _ -n 94Y T INSTALL VIA OPEN-CUT 13' CD 28.42' CFS INV:28.48 LOD '� // `�= 22' �, INSTALL VIA HDD 36 FLED 0 FLOW PINEY GREEN RD CFS - -� 90-VI. ('�'s O'N) � <D CID — ' Q�1 N33d9 k3NId GL � � � 24' nn — __ KD Z ` Q SN � `. —s— `% a s — O d08 \ —s— ♦♦ INA24 0 ♦ —s— s— I�IV: a a N ► 26 O V 31 / 30 U i a 29 w 28 c� 29 a 28 `30 ♦ 1 29 27 co wl / 26 / 28 0 GRAPHIC SCALE IN FEET) 24 a 50 0 25 50 100 < 0, 27 1 inch=soft. PINEY GREEN RD INSTALL 8' �PE E 0 PROPRIETARY& CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S) COVER SHEET.DWG �, °CARD'''', PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 Q-0 NO DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS JACKSONVI LLE LINE 110 PINEY GREEN RD SHEET 05 OF 16 DWG SCALE: AS SHOWN DATE SIGNATURE INITIALS 028822 - 0 05/05/2023 ISSUED FOR CONSTRUCTION JEM JDS JDS AREA CODE $�$�$�$� REGIONAL Piedmont 1 07/19/2023 ISSUED FOR CONSTRUCTION JEM JDS JDS ACCOUNT NUMBER #### ENGINEER DISTRIBUTION MAIN DWG DATE SUPERCEDED Natural Gas O °•° ° '��:� 2 08/14/2023 REVISED JEM JDS JDS PROJECT NUMBER �$�$�$�$�$�$�$ DATE SIGNATURE/INITIALS MGR TECH EROSION CONTROL PLAN DRAWING NUMBER REVISION O °° \ DRAWING BY JEM REC &STD ENERGY LAND&INFRASTRUCTURE PLLC CHECKED BY JDS DATE SIGNATURE INITIALS PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP. JACKSONVILLE NORTH CAROLINA PNG- C - #### - ######### 0 136QUADEDRIVECARY,NC27511 CORP. OFFICE 4720 PIEDMONT ROW DRIVE NC LICENSE NO.P-1289 APPROVED BY ENGINEER CHARLOTTE, NC 28210 RESOURCE CENTER NEW BERN PNG-DISCIPLINE-RESOURCE CENTER-NUMBER