NCC240323_Site Plan or Location Map_20240209

CONSTRUCTION SEQUENCE
1. ALL APPLICABLE PERMITS FROM NE STATE AND LOCAL MUNICIPALITY
MUST BE OBTAINED INCLUDING THE NCG01 0000 CERTIFICATE OF
COVERAGE,BEFORE LAND DISTURBANCE OF ANY KIND CAN COMMENCE.
\' A MANDATORY PRECONSTRUCTION MEETING MUST BE FIELD WITH NC DES
DEMLR PRIOR TO THE PROJECT COMMENCEMENT.PREMISSION MUST BE
OBTAINED AND GRANTED FROM NC DEQ DRIB PRIOR TO THE REMOVAL
OF ANY ESC MEASURES.
PLACE SILT FENCE 2. INSTALL EROSION CONTROL MEASURES ON-SITE PRIOR TO ANY OTHER
DOWN SLOPE PRIOR fAPN CONSTRUCTION ACTMTIES AND MUST BE MAINTAINED THROUGHOUT THE
TIE SILT FENCE INTO EXISTING CULVERT HEADWALL. TO ANY EARTHMOVING \ RPOJECT.
NOTHING SHALL BE PLACED IN THE UNITS OF THE ACTNRIES ON SITE / 3. BEGIN REGRADING OF PROPOSED DETENTION POND TO USE AS A
STREAM/WETLAND(INCLUDING RIPRAP). CE INTERMITTENT STREAM /"" SETTLEMENT BASIN DURING CONSTRUCTION ACTIVITIES.
4. REMOVE TREES AND VEGETATION WITHIN THE UNITS OF CONSTRUCTION.
OUTLET PROTECTION '/ ONE 1 5. BEGIN GRADING OPERATIONS FOR NEW DITCHES AND PAVEMENT.
AT NEW CULVERTS - /� �" 6. RELOCATE STORM SEWERS AND CULVERTS.
UNTIL VEGETATION j =� /� 7. INSTALL NEW UTILITY CROSSINGS FOR RAIL WORK.
IS ESTABLISHED Ti1,"--2 ,� ,- _ _ /' tipNE\ /"/ 8. INSTALL NEW WATER,GAS,AND FIREWATER PIPING.
IN PROPOSED DITCH .- ��i. -
9. INSTALL NEW CHAIN LINK FENCING FOR RAILROAD PROJECT AND
/ TEMPORARILY RELOCATE FENCING NEAR NEW DETETION POND.
' /-15, / v� ' /"
Q3 10. CONSTRUCT NEW BUILDINGS AND TANK FARMS.
i;/ / " �� V 11. INSTALL NEW TANKS AND MECHANICAL EQUIPMENT.
DISTURBED BUFFER ZONES SHALL , > \ / tipNE / 12. CONSTRUCT NEW TRUCK SCALE FOUNDATION AND LOADING CONTAINMENT
HAVE NO FERTILIZER APPLIED,NATIVE �\ -/ / �i /
RIPRAPIAN SEED OR PLANTINGS FOR110 /� i •\ - �\ ' / 61 / PAD.
STABILIZATION,AND ALL MATTING AND i % 1-\ F,ti _ oN 13. IF !i!: ' 5:°::
CKS ANDISHACK.,�., 6 , tiO j'I 14. E AND LOIPMENTSTAKES SHALL BE BIODEGRADEABLE. j , / -' -,.. 15. NG AND GD RELOCATION AND/�/ / .TRACK A STA5+10R O CULVERT NEW 36•HDPE STORM CULVERT. FP / / v/ ` 16. RETE DRIVCKS AND RAMPS.IN EXISTING DITCH LINE "�' ,` ,, i i/j'/ �� -�- ---' 17. PERATIONS.
TRACK A STA4+38.83 r' Y / 1 ,, 18. CONSTRUCT NEW SUBBALLAST AND BALLAST(AFTER ACCEPTANCE OF
�!sy 0 ,�/ / � i NEW INDUSTRY TRACK A \ \ RAIL PLANS BY RAIL COMPANY).
�/ .f � % ��0 <- �� \ \ 19s. . CONSTRUCT NEW RAIL LOADING PLATFORM,PIPE RACK,AND SECONDARY
UNITS OF DISTURBANCE /"% a ' �-00> i� 6' .-�� .-\ \ CONTAINMENT STRUCTURES AND PIPING.
679 i 8 \ \ - 20. CONSTRUCT NEW RAILROAD TRACKS FROM NORFOLK SOUTHERN MAIN
��%' /y-- 88 -�-��-" ' ./ -�� r s. --� \ LINE TO THE NEW RAIL LOADING PLATFORM.
_ 883 -"- 7 \�-/ AN \5=N\ -\ 21. SEED DISTRUBED AREAS THAT REMAIN UNPAVED OR GRAVELED
6. ✓ � _ _�5+9r i `� /� ��_>w v, I ' SVN SURFACES.
�g ��`� � , . .,-'.- 00 _ ____ (sA� f// / \\\� �\ 22. REMOVE EROSION CONTROL MEASURES FROM SITE.
885 887 888 t
0010t,
-r"' ge • i "'r��% Lir �� c_ i - ��,p�,�;,I \ \ sq\ CALCULATION
�i iC'? i 0 ii i ! � ev _ / -�T-7d� �"'T 11�� \_ - AR4-� N.
�� � �v � DITCH CHECKS 0 100'O.C.- DTOIST�UR LOT
BEAD�AR 8 1�
�i a � 1 / !�nN 888o8B8ct♦- qx �.v��� I
•1y •y 0 � 6 - ' \ �•7 9.� \ \s---- DISTURBED AREA NORFOLK SOUTHERN LAND:0.88 AC
AC
t 3 c°, / / -i /�� gfl� 875 / / m 1 / 2x0p �. q --'� A
'L `LO / ?/ BT:A I //��' \\ i- 4 / row m I Po" --/ - '+\ I I\ ? �a'892 0,,, \ .. DRCH__\_-,,,_\S\ TOTAL DISTURBED AREA RAIL WORK ONLY:DISTURBED AREA RAIL WORK(ON-SITE): 79 AC
QJ ' �Eg' i, / jtli ��� " gti' s9 i' 0 \ \ /0''\ ♦\ ' 9x `� \ DISTURBED AREA SITE WORK(ON-SITE):1.38 AC
f
�' / ��%%% �� �/ /�' I I� I \ �89p� ' \ `888- TOTAL DISTURBED AREA(ON-SITE):317 AC
661j i
P ' /A} �. ,/','.%---� ��� �a61'' / e� _ /i/ - - a ♦ �-• �� -- - ___ TOTAL UNDISTURBED AREA:15.04 AC
cP ,�t
`'� a ,.- .,X-- % /��� `° PLACE SILT FENCE / 6 �\ I// ANEW INDUSTRY,,TRACK B © 890 `
��� / � CULVERT PROTECTION 1 �- y. 'y♦ _ �' - %OF AREA DISTURBED: 17.4%
' '/ aa4� 1+J61 p/ .--- i/ / AT NEW 36•CULVERT i 9�AT TOP OF SLOPE //� \/ /// IIII f/ ____ ag0"/ / _ ♦ </!per ♦ �'� __
6Eb // %0a'' r , / i" /�I TO PREVENT / % / //// !/� `' r
' �/ � 9 ., �f ADDTRONAL SEDIMENT' , /ii/ / n rro-� �A (Nor' 2 GROUND COVER:BUILDINGS,PAVEMENT,GRAVEL PATHS,GRASS,AND FOREST
/ '/ 'r �/ • ,\\FROM COLLECTING IN A� //// B � `
,-""2.
j / / \ \� vit' ,// `b//'4r -_- ♦ -\ - %�,p,_
'/ / ,--/ 0'N•'/� /* \ 1 EXISTING DITCH UNE r r//// _ ` /INLET PROMOTION M• v \�, - p\4v> Z.Bbj _ %NATURAL OR STABILIZED VEGETATION:80.0%
/j _ //, ,j / /V-\�\�/ , , 4// �/ 4 AT EXISTING DRAIN / i% _J �T/� -- 'A♦ �\
' _ / // �� t• \ �J �-Vii--
.---"i -'( AVERAGE SLOPE IN DEVELOPED AREA: 1.0%
�$ eo / / /' s , :` BUILT UPON AREA CALCULATION
�/ _ pia /i///i/ _ �� S v
�//' _ d , '/ IN REGRADED DITCH LINE / // r �g96
�/ 0
i
DITCH CHECKS 0 100'O.C. ��/� _/ /, r oa\ - REGRADE EXLVENG '' / / / ,/ \ , may, ` / .,__/ I `2%�f // _ ,g �\ /" '� �� WATERSHED:YADKIN-PEE DEE
_/j / DITCH UNE TO NEW / UNTIL FINAL STABILIZATION / r ////rr/ &A , r INLET P a CTION �i .. //�j
/ /•�'' ''�' / / / 9.�0 /� AT EX N �/� �// // � RECEIVING WATERS:KENNEDY MILL CREEK(NON-WATER SUPPLY,CLASS C)
r i r' 'd' ,./ / FOR SITE CONSTRUCTION WORK AND / •_ y✓/ii• `off/ \\p �,, +��' isl Q DRAIN 1`\I 1 a.
.-'1„ -t7 A �/ A W r r !_ �� '�� � INLET I A III fxv�� - 90. TOTAL LOT AREA:18.21 AC
1 / "/ o / / EROSION CONTROL PLANS,SEE - / / ' I V {L( • �� __
o O // /. DWG.PPG2102-200-100// r 1 / A> esR < _ . `,. I •v�• \ �p � '` r
/���// / /- / i1 / /%/ \ 7 �•. • \ \ \ ��""�� EXISTING BUILT-UPON AREA(BUA)TO STORMWATER CONTROL MEASURES:0.58 AC
/�/ \ / /�� /• / / /,,,I/���`~'�r/ �8gq �( �•' �/7' '' / A\ 1 A \S ,,}•'• 900---- TOTAL EXISTING BUA(INCLUDING ENTRANCE DRIVEWAY): 1.41 AC(61,257 SF)
/ '' -_ / I )\5; // r ,��• , ��� 1,�� �40 �'-�: \\ \I\ \ �� ��P 9/ / *,/- A- 1 0 TEMPORARY STOCKPILE - NET EFFECTIVE AREA: 16.80 AC
EXISTING SIGNAL STRUCTURE ^\ r / � '► ro I I SO �\
/ 1 I/ - `�/� O. !) 1 I \\\ ,TO BE SURROUNDED
AND MAINTENANCE SHED /^ /7 \\I 1- / . �� 1 / 1 1 ��� 1 WI
YYY / \ I SILT FENCE - MU-USW MA INGNtASt(WUL YKLVIUUSLT INLLUUL I):1.64 AC(71,378 SF)
/''/ /" / / / /AI ®j'i j ����' '© � 0 ���'/ A 11\ N _ Site Plan Approved bythe Technical Review
/" , \ I �. ♦ v� •♦ 6 r CcliA9RR€FAfr&UAy3alK8Eof ttB.@Beapprovalofan
./ /^ / (7 /A V`' v ',� o V •�p 4� ':P \ _ re�n�ired street and utili lens and roRles and
/� / /l -✓// \\\I \\\ ,�4.•�•' O�I �. 'a♦ II \ 1 ) \ --904 high aPpr�el s��Ar e�1 •fit f`ul i}Ig permit and/or
I AA \/A' •'`� ����� ♦ I er r siteplan approval shall expire
/ \\ ? // / 1 I v \ -\ • an emme nul an void within 1 year of Issuance
,/ , V �.v ��� 1 rl' J1� A �•• ((4i r• 90 u I development authorized by the plan has
/ ...........
/ v A V A Ir r � V/ �A��� � �. � - � �;•���-.....1
s�y commenced.
/ _ _ / / c i\il � � V, \� '-_, D -- '. �� / /' i \\\\\ \\\,.I __ vm2024,aa6:asPM EXISTING NS TRACK
x \,,........,,
\ / _ \ %���C/ , �. / \\ = �,\I\i\\I\ \ -- Sushi!Nepal
__
/1 PROPOSED NS TRACK
eoo l P
�- k � `� , �' „17 �I l �r sob__ _ - PROPOSED INDUSTRY TRACK
Mk I}� i �j O�-- , _r
elTh / �, ��- � � .I/ � �
Z 57-g347rure,Inc. /�/ ,� �v � � - �� /�y e ---------- PROPERTY LINE R.O.W.
- _//1. (� / - -_ OHU EXISTING OVERHEAD LINE
/ ' L >��_ - \\ / APPROXIMATE CONCRETE
/ �/ / -\ - \ WASHOUT LOCATION TO BE saN EXISTING SANITARY SEWER
/ /� - --\ ,•- SHARED WITH ADJACENT
/ BUILDING EXPANSION PROJECT -,-,-,- PROPOSED STORM SEWER
/� x PROPOSED FENCE
/ / -)-)-)- PROPOSED SANITARY PIPE
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR 12 MONTHS (DEV. # SP-22-0062) / ' \' / PS 0 'DSO '-50'
r /
SUBJECT TO THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLANS AND PROFILES i/ - \_/_; so 0o -
OF A SEPARATE LAND-DISTURBING PERMIT AND/OR EROSION CONTROL PLAN. / •' -/ °° " `""",,"" ""�` °"'NOT OWN
// / 0 PUN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS DWG FOR REVIEW.
0 PLAN PREPARED BY NS DRC USING INFORMATION PROVIDED BY OTHERS.
/ ' PRELIMINARY PUN- NOT APPROVED FOR CONSTRUCTION-
------------------------------------- 4 G ISSUED IT NS c FOR TRANSPORTATION DTPARTMBNT RBVIEW ON:
DIRECTOR OF PLANNING AND DEVELOPMENT DATE „1II11111 REV.NO. REV.BY REVISION DATE ■APPROVED PUN- ACCEPTED FOR CONSTRUCTION BY NS DWC ON:10/10/22
_ °'�1t, (NCDEQ) PPG PAINTS NORFOLK
Rand Krahn `:`rO,.pFEssiO.��y J KGC APPROVED AS MODIFIED NCDEQ 09/27/23
I, -Y__-_ ACCEPT THIS SUBMISSION AS MY PLAN OF DEVELOPMENT ALL NEW CONSTRUCTION SITES SHALL PROVIDE ADEQUATE DRAINAGE FROM THE BUILDING :aP 9.v _ H KGC NCDEQ COMMENTS 09/18/23
AND AGREE TO INSTALL ALL REQUIRED IMPROVEMENTS AND COMPLY WITH THE CONDITIONS FOUNDATION. FOR RESIDENTIAL CONSTRUCTION THE GRADE SHALL SLOPE A MINIMUM OF 6 = SEAL `' = NORFOLK SOUTHERN RAILWAY COMPANY
OF APPROVAL. INCHES WITHIN THE FIRST 10 FEET FROM THE FOUNDATION AS REFERENCED IN NC STATE - , 055713 . = G KGC NCDEQ COMMENTS _08/24/23 201 OLD THOMASVILLE RD-HIGH POINT,NC 27260 BLUE RIDGE
BUILDING CODE. ADEQUATE DRAINAGE SHALL ALSO BE PROVIDED FOR NEW COMMERCIAL ` ,. S F DPZ CITY COMMENTS 06/15/23 MANUFACTURING IMPROVEMENTS �,_
/1 /t1/ 1vV/ _ '•.:1'QINett... arrla vacwoloTenl- uvxrnw
11/20/23 CONSTRUCTION IN COMPLIANCE WITH THE NC STATE BUILDING CODE. ,,,, L:• .c E DPZ APPROVED BY NS RAIL 04/26/23 Inickkougit ^". maranal
MC 1I/02/v=02 mans
---- --------------------- �� D DPZ REVISED FOR RR COMMENTS 04/10/23 wuam
OWNER/DEVELOP DATE *WORK WITH SITE AND BUILDING DRAWING PACKAGED DESCRIBED ON PPG2102-200-000. HIGH POINT, NORTH CAROLINA
C KGC RE-ISSUED FOR PERMIT 03/14/23 ^V 1,12690 '"I. PROPOSED TRACKS TO SERVE PPG PAINTS
////1025 L KGC APPROVED AS MODIFIED(NCDEQ) 11/14/23 700 COMMERCE DRIVE,SUITE 200 PHONE:[phone] '.4/04284 FINAL GRADING EROSION CONTROL PLAN
K KGC CITY AND NCDEQ COMMENTS 11/02/23 OAK BROOK,IL60523 [e-mail] ,rco 5/6a 1RK1114983 AD-2023-8
301.39 "`" JUNE 15,2023
M PPG2102CBL TILE SHEET 3C OF 14