NCC232522_Site Plan or Location Map_20230822

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PRELIMINARY PRICING SET
VICINITY MAP
NOT TO SCALE
.. '. - --— �� =� Rn CHEMSERVE TERMINAL TANK NO. 9,10,11,12
COUNTY AND AGENCY CONTACTS >Y - grt Sheet Number Sheet Title
" -` . , '; � ,'1 : + C.0 COVER
f g t, . ' ' ' ",; '� '> '` m C2.0 EXISTING CONDITIONS
A. City of Wilmington Planning Commision ,4 ,�� .l ' r'i4� 1 ,, ; . , _ .
305 Chestnut Steet , rt + ""`'"`3 f' .' 'd C2.1 TREE REMOVAL PLAN
Wilmington, NC 28401 sx _PROJECT BOUNDARY 1 C3.0 OVERALL SITE LAYOUT
[phone] 'fl Jd.: 'fi.'*e� 4*` " �° 0 -, rk "' C3.1 SITE LAYOUT
• si '• `
A " ` C4.0 EROSION CONTROL PLAN
Oirtip,, ...,„ ,.sB. City of Wilmington Engineering rs ,.J , 1 • r'e. k' a ,:v:v- 1-1-r�° C11.0 SITE DETAILS
208 Division Drive �: 3 o-, o V C12.0 EROSION CONTROL DETAILS
Wilmington, NC 28401
g ,a.. >+ ' r1111" i C12,1 EROSION CONTORL DETAILS
[phone] `
'' �- �. � � C16.0 SCM DETAILS
C. New Hanover County _ , ;M.„ ; , ' ,- " Lt' ' t C16.1 SMC DETAILS
Sediment and Erosion Control - ,air ` "- ,i--4=6 • .,,. - -:44
230 Government Center Drive, Suite 160 1 s f Fit40 +. 0
Wilmington, NC 28403 ; ' ',,,: V, •, \� r R,
910 798-7432 s= `'i !' ,,
i; s 'l' ,
D. Cape Fear Public Utility Authority 5 s.let. �. .' 0.
235 Government Center Drive �. - } ,, cry :
Wilmington, NC 28403 p � {` . ° GTON
NORTH CAROLINA
[phone] `• �`q , a " F, Public Services Engineering Division
c., ' a • ' - aa• APPROVED STORMWATER MANAGEMENT PLAN
PROJECT DATA ,.�' s s a '* > ,v•; ;!' "yt k-.4.' a`Ar, .c,4• `% r Date: Permit #
�y yip . Signed
fT j:; � a� ,fi`;r t - ,,�..'C,&f�f ,,. `1. " n ;drq,�`'S.�F' ,`� "nt.
NAME OF PROJECT:
CHEMSERVE TERMINAL TANK NO. 9,10,11,12 VICINITY MAP
NEW HANOVER COUNTY, NORTH CAROLINA moo'
OWNER: 811
CHEMSERVE TERMINAL OF WILMINGTON
3325 RIVER ROAD,
WILMINGTON, NC 28412 Know what's below.
Call before you dig.
DEVELOPER:
CHEMSERVE TERMINAL OF WILMINGTON
3325 RIVER ROAD .%4EMSERVF
WILMINGTON, NC 28412
CONTACT: MATT LAW --...
PREPARED BY: ` v McKEVI&CREED
MCKIM&CREED, INC TERMINAL
243 NORTH FRONT ST
WILMINGTON, NC 28401 243 North Front Street
PHONE: [phone] 3325 River Road Wilmington, North Carolina 28401 co Wilmington, North Carolina 28412 Phone: [phone] , Fax: [phone] co
FAX: [phone] o
CONTACT: G. HASTINGS SARTIN, PE Phone: (910) 799-0180 License: F-1222 a
EMAIL: [e-mail]
www.mckimcreed.com

:_._ _r' `` 1 4- GENERAL SITE DATA
*' CMT REAL PROPERTY LLC _ PROJECT NAME CHEMSERVE TERMINAL TANK NO.9,10,11,12
'- ,e R06400-001-004-000AMA%
PETROLEUM FUEL TERMINAL CO •' I ‘••• 44 PROPERTY OWNER CHEMSERVE TERMINAL OF WILMINGTON
• • A '48'38"W(TIE) • D.B.6316 PG.2301 R06400-001-023-000 y1 1
• • �'1 • • I349].55'(GRID ZONING:IND ZONING:IND • PROJECT A DRESS 3336 RIVER ROAD,WILMINGTON,NC 28412
7.
• • •�� • - - 349].38'(GROUND Alik,
- - M� LAND USE:INDUSTRIAL LAND USE:INDUSTRIAL
• �••�� f • - •_ -- — ~1RF \ - PARCEL ID D R06400-001-003-001
_ h+� .
�' • / •• • . •e• r E\-00 CAMA LAND USE CLASSIFICATION URBAN
• Y f PRELIMINARY PLAT ZONING IND
1#110�� ••"• dr av, NE f ��23Po0No>>� ` PROPOSED USE CHEMICAL STORAGE TANKS
` EMI x NOT FOR RECORDATION, CONVEYANCES, OR SALES
r Y T• •�: III °�xo {� a yr w e =-�a, �1 TOTAL ACREAGE: 22.38 AC(974,872 SF)
1 "' ;,r, • -.r�' • EXISTING IMPERVIOUS 109,470 SF
X �" • III HICKORY7. A �aR ', - EXISTING D BUILDING(S)
50,198 SF
R it .* ` • - •• d Till, \ , I` PROPOSED BUILDING(S) 7,658 SF
'•' ••••,,,,��5„A • li \a6 .6. - , OVERALL PROPERTY BUILDING LOT COVERAGE 5.93%
e _- PROPOSED PROJECT ¢Iip ;;' �■ 5 k ' .•4 AREA 23,602SF
AREA TOTAL ONSITE NEWLY PROPOSED IMPERVIOUS
— r,• '1 TOTAL IMPERVIOUS AREA 133,072 SF
�• - � ; _ _
• av'iTve 1e 1.17
` PERCENTAGE ONSITE IMPERVIOUS AREA 13.65%
BUILDING SETBACKS&SEPARATIONS REQUIRED PROPOSED
- •�. OAK oe •• / FRONT 35 FT 298 FT
2. 11*
C4- - REDAR WITH CAP • REAR 20 FT 537 FT
A�Q NC GRID NAo83/zon P SIDE INTERIOR-COMMERCIAL 10FT 171 FT
■ ■ ( )• •11r . ■ ■- \
Q t EL.18.49
LOCALIZATION POINT ,"' PAVEEPTRU
• C.S.F.1.0000497557 i , PARKING CALCULATIONS
LOADING A A
. s. i` _ _ea�
`, _ o --_ f ` , \ NO MINIMUM REQUIRED /NO PARKING PROPOSED
_ v • 'L,rA G
- A'�•4 r, • III ; `• Ne �i ♦ -� ROCK CONCERT REAL PROPERTY-LLC
•f '�� s zs'24•E IE) E PINE ��� �� A g Rosaoo ooz o03 000
11.... , '► _ u x wsa•(GaounlD) "�� \1 'A D.B.6316 PG.2360
\ L ZONING:IND
W 197.55'(GRID) �v 1
r _ L, A • -�. Il rAr'Tr ^ ��� �'I�► F� LAND USE:INDUSTRIAL
+4 W E a 1
01
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CHEMSERVE TERMINAL 4 TAN VARIOUS I
• _ OF WILMINGTON LLC. • PIPES(TYP. b �� CITY OF
_``• R06400-001-003-001 C
•D' ) 'Iv _ GTON
TJ D.B.5831 PG.695 !II {
22.38 ACRES 'I° N ♦ u 1 NORTH CAROLINA
ZONING.IND Public Services• Engineering Division
- LAND USE:INDUSTRIAL o)• �/•�., CAMA LAND USE-URBANO
G ( t
�; ,iV{1APPROVED STORMWATER MANAGEMENT PLAN
411 • • NE( 2:/ EXISTING I a 'r'� • STORAGE r ig, Illy . Date: Permit.; • TANK r ill
^! [ 1;£ •
- _ 1 Afil III + `! •
Signed:
t Li
11.% 13
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�7 PIPES(TYPJ 0 �_I 'IP11111( r y .� 0' EXISTING s N ~
T '''' 1 \
j i ;$•.. STORAGE '�
lit. sk
r- f• 0 Ip �� • T - TANK owl\� ,0 N 1 + �� .
OP
1 • `. • '�N EXISTING J EXISTING �I� .$' 2 SITE DATA TABLES
- STORAGE STORAGE '� 1t . A•
TANK TANK .1 oIII ^ � 1
,� - • 1 ' Iv f �I � �, Q �'a, N�. v.
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411:
11.
• t• - 1 WILMINGTON
�� • v•• • 2a .41:11
t� PLACE
iz
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s
, . .. w.• j i II i"e EXISTING e 1 • g' ,4,g ,
'tie • ��� �� ill EXISTING STORAGE "� k"\•I' e
p 8
Y
ml n STORAGE TANK NO.8 �!` - wQ Q Apex Oil Company nmi•ag
• �i#` • :I e - .,J• IN (72'ADIAMETER) (90'DIAMETER) k-'�� • ry• o,C` a
• 10•19 �•,,. -•♦ � i \ / �• ` + Carolina Marine Terminal B E L M 0 N T
' ' "4?
- `r.. ' '► '"Iry STORAGE O d • ouaKasneE su.„d
, TANK s 1 NO6 o Q. { x
• T (72'DIAMETER) ..4 nd
R ar Q
_____„------- . a..41.1.":V. OP - f„ , ,..._
i
,,,,,_,
, 1,, 4.
• • il Vertex Railcar Q
�' �j EAGLE ISLAND LTD I• Corporation
• R06400-002-007-000 0 50' 100'
• - - , D.B.2842 PG.157
} , •��/� - '• . �! ZONING:IND • • SCALE:1"=50 Horiz.)
• • -I at4 . LAND USE:VACANT , •
- _ _• • , • I
3 EXISTING CONDITIONS SCALE:1"=50' 1 VICINITY MAP
i J
SEAL SEAL DATE: 07/10/2023 SCALE
V CHEMSERVE CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C2.0
4 ?4GHS HORIZONTAL:
mVI£� REED DRAWN
9,10,11,12 =50' DRAWING NUMBER
DESIGNED GHS
243 North Front Street ` CHECKED GHS VERTICAL:
AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL •. J •_ J REVISION
License:P-,222 3336 RIVER ROAD EXISTING CONDITIONS
STATUS:
REV.Ro. REVIDESCR
DATE , wwE.mckimcreed.com WILMINGTON, NC STORMWATER PERMITING
I:\06796\00171ENG\80-DRAWINGS\81 PRODUCTION SHEETS\2 WORKING DWGS\C2.0 06796-0009.DWG--07/14/2023 10:11:36 •

GENERAL SITE DATA
CMT REAL PROPERTY LLC \ PROJECT NAME CHEMSERVE TERMINAL TANK NO.9,10,11,12
(----- - ,
`, ----) R06400-001-004-000 PETROLEUM FUEL TERMINAL CO PROPERTY OWNER CHEMSERVE TERMINAL OF WILMINGTON
/ D.B.6316 PG.2301 \ R06400-001-023-000 PROJECT ADDRESS
---- �/ ZONING:IND ZONING:IND 3336 RIVER ROAD,WILMINGTON,NC 28412
LAND USE:INDUSTRIAL �� D
'� LAND USE:INDUSTRIAL PARCEL ID R06400-001-003-001
\ g� ZONING IND
ri._,_
' _ 1 PRELIMINARY PLAT CAMA LAND USE CLASSIFICATION URBAN
le' LOBLOLLY NOT FOR RECORDATION, CONVEYANCES, OR SALES
PROPOSED USE CHEMICAL STORAGE TANKS
W. wI.
\ TOTAL ACREAGE: 22.38 AC(974,872 SF)
I _ Q _ EXISTING IMPERVIOUS 109,469 SF
HICKORv EXISTING BUILDINGS) 50,198 SF
\ \
P OP PRI.ECT --_ ___--{ _ y&
F %1 PROPOSED BUILDING(S) 7,056 SF
A- A I - - I E+� s§"et'AeC% - \ OVERALL PROPERTY BUILDING LOT COVERAGE 5.87%
`\ TOTAL ONSITE NEWLY PROPOSED IMPERVIOUS 23,000 SF
fl !:7//, AREA - -
TOTAL IMPERVIOUS AREA 132,469 SF _
vE II ,,,-w Y/.�///• i , \ PERCENTAGE ONSITE IMPERVIOUS AREA 13.59%
OAz
`-SPECIMEN TREE, /� �� \ BUILDING SETBACKS&SEPARATIONS REQUIRED PROPOSED
_ __ PRESENTING DIE BACK, FRONT 35 FT 298 FT
/ PROPOSED ------- DEFOLIATION,- LIMB REAR 20 FT 537 FT
/ IMPROVEMENTS I I 1-------_BREAKAGE ■ O \
/ (TYP) I 111 0 ■ ■ ■ SIDE(INTERIOR-COMMERCIAL) 10 FT 171 FT
I II I POSE TANK Y/6 PAVECPTRU `-f
I>,Y,: ( NO.
11)DIAMETER) /dd-_ � \_ 7F� LOADING A A
I 11 Il es,v I -� / PROPOSE TANK �,,,. ,I I' , — -e`— -
11OxO I I N0.12 II 1111
11SP CIMEN TREE.�y 0 DIAMETER) -
TREE LEANING '"LONG //I I I - I II - Total Regulated/SIgmficant Trees to be Removed
SPECIMEN TREE ( 1 / I I 1111 -,E ROCK CONCERT REAL PROPERTY LLC
SOUTHWARD `^.`""`_ I C 1 r r 11 @2 R06400002-003000 Total Inches of Regulated Total Inches ofsgnIftant
P" 1tinpL \4 t i' D.B.6316 PG.2360 Type Regulated Trees Trees to be Removed Signifi cant Trees Trees to be Removed
I _ )� F ZONING IND [on fe rs 6 1n s 106
/PROPOSE TANK 1 I I O` 0• -�e 10 LAND USE:INDUSTRIAL
LLM:1 NO.9 KROPOSE TANK 1 PO Hardwoods R 172 4 115
M �� Flower ng Trees 0 0 0 0
\ (51'DIAMET iEAa"rv�42'DIAM NO IE I — 9� Total l4 293 9 221
) ' I I\
,rJ I 2
I
to
`£ TYP.) 14
I� SYMBOLS LEGEND
.! 4
ir
2a�? ��--1—i 4 _ �fi;fi (l
Cr.-o i L.:,. _
rri.-%---1- 2a
�`I \ =_ OAK
CHEMSERVE TERMINAL •& TAN O VARIOUS u - �I � e' HICKORY
OF WILMINGTON LLC. PIPES(TYP. C'�
R06400-001-003-001 •n• 1�111V
t I* PINE
D.B.5831 PG.695 ---
22.38 ACRES '�° _-� \ g REMOVED
ZONING:IND 'I { \ TREES
LAND USE:INDUSTRIAL ////////// ®�_ o `�
CAMA LAND USE-URBAN d. r // EXISTING .✓
STORAGE
EXISTING TANK ro zt ,z a
STORAGEITANK f ♦ 0, '� ft iw;
A I " 2,I e )
7 / W Nml 111- — 24 _
1 ¢per K1 ill; °.
( ';--.----- I II
x I ' V —20 , �_ l o 2 , \ \
PIPES(TYP.) ' 0 [II
® ei
It
EXISTING
STORAGE ,:'7
o TANK I►�F�( I' 2 SITE DATA TABLES
xrl EXISTINGEXISTING ��i1 _
STORAGE STORAGE .I I `" -N OI•
11
TANK TANK ,III
I )111 .J j 1
2 �
1 d x f ). WILMINOION
o - PLACE
F
1� � � r �` Invistav�;) } � , 4, ��, � 11 �/ � s , SHIP'N � � EXI TIN � " ♦ �� '<� �EXISTING S C7111111\19
.+ �'P \ _Im ® �,Ln � / STORAGE a IvSTORAG . � ® �.� '� �, 1 S8 e
TANK NO. Q rp Q Apez Oil Companyie
J (72'ADIAMETER) (90'DIAMET o� L ®®® `'° �IO _ Carolina Marine Terminal BELMONT EXISTING \ )116 r� © `ay�� STORAGEM -- .1 d 1 ��� ao �R,TANK N0.6 oF/ Q X Fourth East
Rescar
1 Q
F. (72'DIAMETER) .� Jetty Range
d
26 2fia
x—
2fi -
n ' .. RaaeA yt
Vertex Rancor
EAGLE ISLAND LTD Corporation Q
--- - R06400-002-007-000 50' 0 50". 100'
-- _ - D.B.2842 PG.157
ZONING:IND
SCALE:1"=50'(Horiz.)'.
LAND USE:VACANT
3 TREE REMOVAL PLAN WITH SITE PLAN OVERLAY SCALE:1'•=50' 1 VICINITY MAP
SEAL SEAL DATE: 07/10/2023 SCALE , \
V C%4EMSERVF CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C2.1
OHS HORIZONTAL
mVI£� REED DRAWN
9,10,11,12 =50' DRONING NUDGER
DESIGNED OHS
243 North Front Street ` CHECKED GHS VERTICAL
AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL . J . . REVISION
LIDNRee:F-1222 3336 RIVER ROAD TREE REMOVAL PLAN
STATUS:
REV NO REVIDESCRSIPTIONS
DA , www.mckimcreed.com WILMINGTON, NC STORMWATER PERMITING
I\06796\001TENGI80-DRAWINGSI81 PRODUCTION SHEETSI2 WORKING DWGSIC2.1 06796-0009.DWG--07/14/202310:11:46 -

4• ;:, 4- GENERAL SITE DATA
CMT REAL PROPERTY LLC PROJECT NAME CHEMSERVE TERMINAL TANK NO.9,10,11,12
• '‘ ` R06400-001-004-000 - PETROLEUM FUEL TERMINAL CO - 1•• • PROPERTY OWNER CHEMSERVE TERMINAL OF WILMINGTON
_7• a 'VCR_
� • - D.B.6316 PG.2301 - R06400-001-023-000 w r
�_• T ZONING:IND ZONING:IND ,f PROJECT ADDRESS 3336 RIVER ROAD,WILMINGTON,NC 28412
ii • r � , • ' -- ,� • • to ___ LAND USE:INDUSTRIAL - - - .�i�- (- \ LAND USE:INDUSTRIAL - �� - PARCEL ID R06400-001-003-001
_• • , — — ZONING IND
1111 •e• ir— -' / CAMA LAND USE CLASSIFICATION URBAN
��r = �••Y I `• •� _\ • ,/ _ C •\"�• .� PROPOSED USE CHEMICAL STORAGE TANKS
r Tjorio oY� l TOTAL ACREAGE: 22.38 AC(974,872 SF)
�: � 11. r �`I 1 \ EXISTING IMPERVIOUS 109,470 SF
i it ierr , __ - !�)I? - EXISTING BUILDING(S) 50,198 SF
• /•7� • _ , I PROPOSED BUILDING(S) 7,658 SF
• a4'•• IAC' 41.01t I n-• -- I I \\ \ % • OVERALL PROPERTY BUILDING LOT COVERAGE 5.93%
• `-
• •NO 7 \\ /\ �r / \ 1 TOTAL ONSITE NEWLY PROPOSED IMPERVIOUS 23,602 SF
_ • 50'X70'TRUCK PAD 7
_ - •1 171.29' I
AREA -
�( TOTAL IMPERVIOUS AREA 133,072 SF _
P.• • • , • _(r I/RoPoSEDPROJECT I( - 1I/ \ /ill BUILDING SETBACKS&SEPARATIONS REQUIRED PROPOSED
2 -• - area 298.12' FRONT 35 FT 298 FT
'4- I SI / REAR 20 FT 537 FT
1110$
O O \ SIDE(INTERIOR-COMMERCIAL) 10 FT 171 FT
tiill J._
4 0, .r • •'4POSE1-NK �_ �������- . li
s ` PARKING CALCULATIONS
537.62' '•'GAME R) \ r _
PROPOSE TANK I -`- - �'1 0 \ , \' NO MINIMUM REQUIRED /NO PARKING PROPOSED
• NO.12 I I \ liti _
-
(60'DIAMETER) I I
- •, \ I -=-7, \r"' ROCK CONCERT REAL PROPERTY LLC
- \ 1 �T Y' �\ .1 R06400-002-003-000 24 Hour Am Peak Hour PM Peak Hour
D.B.6316 PG.2360 Land Use ITE Code" Trips Trips
_ ( .t\ l; � ZONING:IND Volumes
- - • % t. PROP• OSE STANK ••ROPOSE 1 K� `I I( - •,/ \'t w LAND USE:INDUSTRIAL Enter Exit Enter Exit
f , ,
(51'DIAMETER) NO.10 _ \` c A `
42'DIAMET •) I ��\ '\- -- • r� ( Marine
• ( \i ' IND Termina1010 267 N/A N/A N/A N/A
w ' -- \ 1 GENERAL NOTE:
\t ( ) 1. THERE ARE NO WATER OR SANITARY SEWER SERVICES ON SITE.
y01
,4 �•.4iiiiik \� I! \ I 2. THERE ARE NO NEW PUBLIC UTILITY SERVICES PROPOSED FOR THIS PROJECT
• I
+ . ' A„_ n ( . 3. AS THE PROPOSED TANK(S) ON-SITE ARE INHABITABLE, THE CITY'S LDC
a +. -- ____ \ Y -1 DOES NOT REQUIRE SIDEAKS ALONG RIVER ROAD.
`---_- -"'ma's-• 1 11 1 4. TANK NO. 9 CAPACITY IS 735,000 GALLONS.
�• \ 1 1� -/- \ I II\ I \ 5. TANK NO. 10 CAPACITY IS 290,000 GALLONS
6. TANK NO. 11 CAPACITY IS 500,000 GALLONS
• CHEMSERVE TERMINAL I l 1 ) I I 1 \- , \ 7. TANK NO. 12 CAPACITY IS 1,015,000 GALLONS
. _ i'L Air _ I \ 1 30'FRONT 8. PROPOSED TANK CONTAINMENT CAPACITY IS 1,100,891 GALLONS.
OF WILMINGTON LLC. ( I e V ( \,-( SETBACK 9. EXISTING CONTAINMENT CAPACITY IS 5,546,371
• R06400-001-003-001 I r
` •- - D.B.5831 PG.695 ) - - I I I I
• 22.38 ACRES I I* r- I I \ 1 1
ZONING.IND I I. I I I ( l
f .'- LAND USE:INDUSTRIAL /; a'-- 1 I L (n .(y / l
>/•�., CAMA LAND USE-URBAN ( / 1 1�. EXISTING \ i \� \ I
y� 4 EXISTING STORAGE TANK ilea
t \ . II I\ CITY OF
ilk • aSTORAGE Wh I � • GTO
. . • ( I TANK - ''' r �; II NORTH CAR NA
O
- - - ,. _ - II )t1 _ r \ I11,' \ \ + Public Services,' Engineering Division
_-- ._��.f�4..- - r •.-•.••I� • • ( \ Z / \
_ ' - I APPROVED STORMWATER MANAGEMENT PLAN
• - �� (_ } \�1 .��...� �/ - IV I 1 •C \ Date: Permit #
• i �� • _ _ , di
• '' i - - �`,i�}� '� - t1 Signed:
•i.v• y� �j?,, - 11 ,•
\ _i.:it
s , , '•�' - _ ( EXISTING I \1 P f r,
"1i I STORAGE , I L - 1R. 7
" •� . �� TANK f.• 2 SITE DATA TABLES
� � xlsrlNG+� 1 `. (� EXISTING •
'' I STORAGE ) ( 'TORAGE -t 1s I \
t
�•' TANK ( TANK I h1
4 �• Tj r� I mo` �% �� ' Wi' _ /A i
•
,� •f I / / \ >o \ WILMINGTON
( � 1. /�7 i � I � (147.
o PLACE
• A I '• . mwsta Q
(((_ t, if fi ` 4y ta,� 1 a SHIP'
A. ie • ,• I d _ 1) I EXISTING STORAGE EXISTING �(1 \ I �r \ 1 8 e
I II _ - I STORAGE TANK NO.8 1L \--/ -
- - E 9 Apex Oil Company R,,.i,ay..o,
TANK NO.7 1 •• I • M ( I (90'DIAMETER) - • ''''3
• ` VI ` :I I I. I I (72'DIAMETER) J >t -
, `r •• r•• -•• - 1 I ',It,' Carolina Marine Terminal B E L M 0 N T
r f ` I EXISTING 11 // __ © `$tlnII. y • _ _ ~ �� E ERVE' 'k 4001 STORAGE ) __ r 00.
' • I TANKNO.6 )\ __-- /r� I ---- ►t , _ Founh EastoT R€3car Qwes(72'DIAMETER) \ I _ _--,_ ^ I- •• :id:7,(\
nd Jetty Range
Wei
-� 1 w Vertex Railcar
• � • -_ _ 6. EAGLE ISLAND LTD r Corporation Q
1, 0 Att. , =7_ --a.
•
- ' ,� f R06400-002-OG.157 0 50' 100'
�r
se
� *� L_�--� ••, D B 2842 PG 157
} I+ • , ••• • ZONING:IND • SCALE:1"=5 Hoax.
�y •
• • == r - 4 f • , • t • ;� LAND •USE:VACANT r )
a.r • rw
3 SITE PLAN - OVERALL SCALE:1"=50' 1 VICINITY MAP
. .
SEAL SEAL DATE: 07/10/2023 SCALE
4McKINI&CREED
GHEMSERVF CHEMSERVE TERMINAL TANK NO. MCEPROJ.N 06796-0017
DRAWN GHS HORIZONTAL:
C3.0
< 9,10,11,12 DRAWING NUMBER
DESIGNED OHS
243 North Front Street ��� CHECKED OHS VERTICAL:
Wilmington,North Carolina 28401 N/A 0
9 PROJ.MGR. RMC
Phone:[phone],Fax:[phone] TERMINAL ' J t REVISION
License:r-,222 3336 RIVER ROAD OVERALL SITE LAYOUT
STATUS:
REU.NO. DESCRIPTIONS REVISIONS DATE , smm mckimcreed.com WILMINGTON, NC STORMWATER PERMITING
• I:\06796\001TENG\60-DRAWINGS\81 PRODUCTION SHEETS\2 WORKING DWGS\C3.0 06796-0009.DWG--07/14/2023 10:11:54 •

GENERAL SITE DATA
PROJECT NAME CHEMSERVE TERMINAL TANK NO.9,10,11,12
PROPERTY OWNER CHEMSERVE TERMINAL OF WILMINGTON
-�� _ PROJECT ADDRESS 3336 RIVER ROAD,WILMINGTON,NC 28412
iiii PARCEL ID R06400-001-003-001
ZONING IND
1l . - __ - CAMA LAND USE CLASSIFICATION URBAN
_ .-'� ` ___ PROPOSED USE CHEMICAL STORAGE TANKS
�D L t- LOD— LOD I OD LOD LOD LOD - TOTAL ACREAGE: 22.38 AC(974,872 SF)
��--��--�o4. --
( Air
' J ` EXISTING IMPERVIOUS 1009470 SF
'- i� EXISTING BUILDINGS) 50,198 SF
LIMIT OF DISTURBANCE <Oo PROPOSED BUILDINGS) 7,658 SF
1.70ACRES/71,589SF)—. S \\ \ / �// OVERALL PROPERTY BUILDING LOT COVERAGE 5.93%
-- \\ Co TOTAL ONSITE NEWLY PROPOSED IMPERVIOUS 23,602 SF
O
\ -./J AREA - _
o `\ I;� \ r TOTAL IMPERVIOUS AREA 133,072 SF
irrilt,
o <OO _`_ I/I BUIRLDEN TSETBACKS&SEPARATIONSAGE ONSITE IMPERVIOUS REA OUIR 13.65 ROPOSE» —• PROPOSED INFILTRATION BASIN \7�'\ \,I - FRONT G RE35 FTED P 298 FTD
�- O \/ ) REAR 20 FT 537 FT
o �II
r o �\ SCM#4 �5 /-,� SIDE(INTERIOR-COMMERCIAL) 10 FT 171 FT
13 b I \��/S
_� v PARKING CALCULATIONS
-� \
7
0
\ -- NO MINIMUM REQUIRED /NO PARKING PROPOSED
i- , \ o
] * \\ Am Peak Hour PM Peak Hour
TRUCK CONTAINMENT PAS \\ `� r//// Land Use ITECode" V24 Hour olumes Trips Trips
50'X70' TRUCK PAD IllefillHii 'MILM.N.- \ I Enter Exit Enter Exit
orine
f 11 ) IND Terminal 010 267 N/A N/A N/A N/A
AVII o I\ /
r �N I / GENERAL NOTE:
��,r - J ..,� 1. THERE ARE NO WATER OR SANITARY SEWER SERVICES ON SITE.
o t\ • 71
2. THERE ARE NO NEW PUBLIC UTILITY SERVICES PROPOSED FOR THIS PROJECT
`\ 18 - ACCESS ROAD 3. AS THE PROPOSED TANK(S) ON-SITE ARE INHABITABLE, THE CITY'S LDC
79 I DOES NOT REQUIRE SIDEWALKS ALONG RIVER ROAD.
4. TANK NO. 9 CAPACITY IS 735,000 GALLONS.
20 5. TANK NO. 10 CAPACITY IS 290,000 GALLONS
21
- 22 I
6. TANK NO. 11 CAPACITY IS 500,000 GALLONS
23 7. TANK NO. 12 CAPACITY IS 1,015,000 GALLONS
\ .a 25 24 1 8. PROPOSED TANK CONTAINMENT CAPACITY IS 1,100,891 GALLONS.
IiWm 26 9. EXISTING CONTAINMENT CAPACITY IS 5,546,371
�S �A 25
+ u — 421 22
II
1
O
0
\ 5'OFFSET
1 ft
CITY OP
j P POSE ANK --'`—zG__ GTON
N0. 11 N
--2G NORTHing Division
- Public Services. Engineering Division
J I I N 9 9
(3 ' DIAMET R 0
) o \ APPROVED STORMWATER MANAGEMENT PLAN
,-.1\ \ c --- Date: Permit #
PROPOSE TANK \ N
NO. r '1 Signed:
IIIIIIIIIIIIMlal L ‘,, (60' DIAMETER) N 1
PROPOSED STORAGE TANKS ' � ' \ I
.. - // N N O \ \\
M
N •y �\ II I
o
u
-25.—� ---ilifit. r r ) \ I )
I
4.
Li __ ____
NN �� N li O /
. _....
N 1
��� \ V y /
• --,
N PROPOSE TANK �. I
NO. 9 .ROPOSE TANK I `
CONTAINMENTBER o •• (51' DIAMETER) NO. 10 Di$\ 4``�� -
(SEE DETAIL 1/C11.0) 'r \\ \ �rI M
(42' DIAMETER) 1 look
_
2-36"CMP PIPE
ir
110
IN \� 22 23 21 zo _, o ACCESS ROAD\N\ `-"A LT \
24
•
26
�J am ,0 001 GM aoT ao L_ - 2:-N•
rAl ..._ .
/ GM - �-�- --- - _ _-.- SCALE:4"=20'-(Horiz.) \ \I
A -Fl1 I I
2 SITE PLAN - ENLARGEMENT SCALE:1"=20' 1 SITE DATA TABLES
SEAL SEAL ` DATE: 07/10/2023 SCALE
V CHEMSERVE CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C3.1
OHS HORIZONTAL:
mVI£� REED DRAWN
9,10,11,12 =20' DRAWING N MBER
DESIGNED OHS
243 North Front Street ` CHECKED GHS VE WA AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL J E J REVISION
UDDER,:E-1222 3336 RIVER ROAD SITE LAYOUT
STATUS:
REV..No. REVIDESCRSIPTIONS
DAr , www.mckimcreed.com WILMINGTON, NC STORMWATER PERMITING
• I:\06796\00171ENG\80-DRAWINGS\81 PRODUCTION SHEETSI2 WORKING DWGS\C3.1 06796-0009.DWG--07/14/202310:12:03 •

•
•
EROSION CONTROL SYMBOLS
SILT FENCE AIRCLOTH SKIMMER m _4".:�2' CONSTRUCTION ENTRANCE
SILT FENCE OUTLET(TYP. TEMPORARY CONSTRUCTION ENTRANCE 6
SEE DETAIL(3/C12.1) SEE DETAIL(3/C12.0) (SEE DETAIL 1/C12.1) SEE DETAIL(4/C12.0) - SILT FENCE OUTLET
SF SILT FENCE/TREE PROTECTION FENCE
LOD LIMITS OF DISTURBANCE
----40----EXISTING MAJOR CONTOUR LINE
/
i as----EXISTING MINOR CONTOUR LINE
\ __
S 4 4'-4,a_SF 4 4- _14D
/
PHASE 1 CONSTRUCTION SEQUENCE NOTES
LIMIT OF DISTURBANCE Q0 \ 1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE ACTIVITY.
(1.70 ACRES/71,589 SF)\�` \,�!(_ / 2. CONVENIENCE,THE CONTRACTOR SHALL VERIFY ALL SERVICE PROVIDERS.
ING UTILITIES AS REQUIRED.THE W LIST IS PROVIDED FOR
\ Tom' o/ 3. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 RT OF ANY
CONSTRUCTION ACTIVITIES.THE EROSION CONTROL INSPECTOR,ENGINEER, NDS PRIOR TO THE A'CONNTRACTOR SHALL BE
irilimili
+ =_ \ \ ATTENDANCE.
\ 4. ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.
F �r \ I \\ 5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES.
6. INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON PLANS BEFORE COMMENCING ANY
LAND DISTURBANCE ACTIVITY.PLACE TREE PROTECTION FENCING WHEREVER THE LOD IS WITHIN 30'OF
t // - EXISTING TREES.SILT FENCE SHALL BE INSTALLED INSIDE OF THE LIMITS OF DISTURBANCE LINE.
p 1 7. COMMENCE CLEARING,GRUBBING,AND STRIPPING WITHIN THE LIMITS OF CONSTRUCTION.STRIP EXISTING
TEMPORARY SKIMMER BASIN p� GRADE TO A DEPTH OF V'AND HAUL AWAY MATERIAL TO AN OFF-SITE PERMITTED LOCATION.COMMENCE
Alf (SEE DETAIL 2/C12.1) J n ROUGH GRTHE CINGON WITHIRACTORSEALL LIMITS A DISTURBANCE E O BRING THE SITE TO THEMPROPOSED ND OF SUBGRADE
0 --` - \ � BLISS THE ROUGH GRADING,WORKING FROM THE HIGH END OF THE
SITET.THE LOW END OF SHALLE.• + SITE TO THE LOW END ST THE SITE.b 8. PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION ONCE FINAL
\ GRADES ARE ESTABLISHED.REFER TO SHEET C12.0 FOR GROUND STABILIZATION CRITERIA AND SEEDING
-13 _----- _^ Oa, _ ,
041.1111$
,t11 9. COMPLETE EROSION CONTROL PLAN.
aels GENERAL EROSION CONTROL NOTES
/16 • ••, 1. WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING,ORANGE SILT FENCE
• AND EDINSIGNAGEFORTREEP ITH THESE MAVSE USED INSTEAD OF DUPLICATE FENCING.SIGNAGE MUST BE
PLACED IN ACCORDANCE WITH THESE PLANS.
2. SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE.THE
1111 � PLANS ILLUSTRATE THE FENCING AS AN OFFSET FROM THE LIMITS OF DISTURBANCE FOR GRAPHIC
50el*
'X70' TRUCK AD / CLARITY.
3. ANV GRADING BEYOND THE DENUDED LIMITS AS SHOWN ON THE PLAN ISAVIOLATION OF THE COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
4 ,y, STATE LAWAND IS SUBJECT TO A FINE.
t GROUND FD COVER MUST BE TI PROVIDED A ON EXPOSED GRADING;
; D,INCLUDING MANENILGR.WIUNDIC V R FOR AR
ALL
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING;AND,A PERMANENT GROUND COVER FOR ALL
p DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
r c -_ 6. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED BY A REPRESENTATIVE OF
NCDEQ OR AS AGREED UPON BY THE FIELD INSPECTOR,ENGINEER,AND OWNER.
,-L4 I I 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
8. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR
r. ACCESS ROA DAYS(WHICHEVER IS SHORTER),ALL DISTURBED AREAS MUST BE SEEDED,MULCHED,AND TACKED.
18 9. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT,THE CONTRACTOR SHALL INSPECT AND REPAIR,AS
19 NECESSARY,ALL DAMAGED EROSION CONTROL MEASURES.
20 10. ALL AEVENCTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN
14://
21
} - 22 ® EROSION CONTROL MAINTENANCE NOTES
\ a 25 24 23
J 26 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED,AS NECESSARY,
�- �. 1�]a�,1, EVERY SEVEN(7)DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF(0.5)INCH.
25 26 ❑ 2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
�® �\ CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
21 22 \. HAVE BEEN STABILIZED ADDITIONAL CONTROL DEVICES MAV BE REQUIRED DURING CONSTRUCTION IN
L --. •
'.. it {y 7 I ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES
Ij�' \ I SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
• S 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP.THE
SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
\ 5 OFFSET 4. ALL AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO
I SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,DENSE VEGETATIVE COVER.
1 - - _ - 1__- -_ __ 5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
1i �- L � - SEDIMENT IS TRACKED ON TO THE PAVEMENT.STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES
I "VI II �l \ - OF#4 STONE TO MAINTAIN 6 INCH DEPTH.THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
N PAVEMENT,AS REQUIRED.
P 46 POSE AN K 20- 6. CHECK THE EMBANKMENT FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND
i
SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
N O. - ' 7. INSPECT SILT FENCE AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(0.5'OR GREATER)RAINFALL EVENT.
__ CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
\ N \ SUBSEQUENT RAINS.TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
(3 ' DIAMET R) \ 1\ REMOVAL REPLACE STONE AS NEEDED
I M
PROPOSE TANK I I LIMITS OF DISTURBANCE
1 N 0. 12 sc I) TOTAL AREA:1.70 ACRES
N
(60' DIAMETER)
o
f II SEEDBED PREPARATION:
PROPOSED STORAGE TANKS_ N \
` _ j. '� 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS,IF
\ - - N \ AVAILABLE.
- I 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
ry y I \ 3. REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
rr�� -- --- . 4. APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE
(14 I _25 ` r SA- 1 BELOW").
JJJJ"�`��" a S.5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO
''''7'
` N N O 16 INCHES DEEP.
N I I I 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
�- CULTIPACK AFTER SEEDING.
N _ I • 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
c C c`� / 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
_ G P RO PO V E TANK \. SEASON,IF POSSIBLE.IF STAND SHOULD BE OVER 60%DAMAGED,REESTABLISH FOLLOWING ORIGINAL
LIME,FERTILIZER AND SEEDING RATES.
"'� • I N O. I
I i"\ r 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
REPOSE TANK----. PERMANENT COVER IS ESTABLISHED.
6-r . V. „., .)
\ 400
Ea
' _ \ - 10. APPLY:
N 0. 1 0 _ AGRICULTURAL LIMESTONE-2 TONS/ACRE
1.,1 1 1 \\ - _,_ - __ FERTILIZER-1000 LBS/ACRE(10-10-10)
CONTAINMENT BERIv� (51 DIAMETER) _-- SUPERPHOSPHATE-500L65/ACRE(20Yo)
MULCH(SEE DETAIL 1/C11.0) \�� (42' DIAMETER) ' \\ M ,ix, ANCHOR ASPHALT EMULSION AALL GRAIN50 GAL/ACRE
45 2-36"CMP PIPES 1
f • 0
)
10# I I Li
cm- GTON
\\ III 22 23 21 20 ACCESS ROAD\/I \\ `l It NORTH CAROLING
O
24 25 , 2s Public Service Engineering Division
' , 2s \ \ ?' APPROVED STORMWATER MANAGEMENT PLAN
ri t_ ' .1.. •0
_AI: �S i"� ------ - Date: Permit #
/// tk' I I -- ` -- 25 - -- 20' 0 20' 40'\\ Signed:
-
1-G T SCALE:a°=20'-(Horiz.) \\ \I
-v /- I 1
I i / NI I
2 EROSION CONTROL PLAN SCALE:1"=20' 1 SITE DATA TABLES
SEAL SEAL -• DATE: 07/10/2023 SCALE
V GHEMSERVF CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C4.0
DRAWN GHS HORIZONTAL:
mVI£� REED 9,10,11,12 =29' mumomN"NBER
DESIGNED GHS
243 North Front Street ` CHECKED GHS VERTICAL:
AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL •. J J REVISION
License:FAME 3336 RIVER ROAD EROSION CONTROL PLAN
STATUS:
REV, . REVISIONS DATE , www.mckimcreed.Dom WILMINGTON, NC STORMWATER PERMITING
• I:\06796\ODWIENG\80-DRAININGS\81 PRODUCTION SHEETS\2 WORKING DWGS\C4.0 06796-0009.DWG--07/14/202310:12,10 •

r 1r
NOTES:
1. CONTROL JOINTS SHALL BE LOCATED MAXIMUM 15.O.C.AND MESH-REINFORCED
EQUIDISTANT. SEE ASPHALT SEE CONCRETE
2. EXTEND JOINT GROOVE 1"BELOW FINISH GRADE OR 25%OF PAVEMENT DETAIL \AVEMENT DETAIL \
PAVEMENT THICKNESS WHICHEVER IS GREATER.
3. SEE DETAILS BELOW FOR EXPANSION JOINTS AND
CONSTRUCTION JOINTS. -
OO6 UQ 6060 00 12•o e a_ e a.. CONCRETE
COMPACTED SUBGRADE, O OO O
O - O OD O OO )C AGGREGATE
2'5-9.5C III—III III QO m_ O OOOn�(� tI�15I n OO COURSE BASE
95%OF THE STANDARD } SAW-CUT JOINT GROOVE r������������������A 2.5"I-19.0C II III III III OOO O0 II� ,"__
PROCTOR MAXIMUM DRY DECORATIVE CONCRETE -
DENSITY(ASTM D 898) RO" PAVEMENT SEE DETAIL 5/C11.0 —III— OOQ OO IIII III-III I-
_ - 8"ABC STONE III r "�� I
97777-777-77777777777795959-3,
III III III III -I I I—I I I-I I I—III_ COMPACTED SUBGRADE TO
IIIIIII III III 95%STANDARD PROCTOR
III III I I11 I COMPACTED BACKFILL 6' 6'
11 W TI 111 I 1 'I1 II III—I III I —/ 1 -.1 IIII III III1 I111 /MIN./ /
I t 1=11-11=W1=u 1-1 11 11 11 11 =1-u 1-1-1I1
IIIIII—III—III—III—IIIIII—III— — — —III 1—111=1 T H H H H I
NOTE:ALL ROADWAYS SHALL BE UNDERCUT TO A MINIMUM
CONTROL JOINT OF18"BELOW THE FINISHED GRADE TO ENSURE ASPHALT TO CONCRETE TRANSITION
ADEQUATE STABILITY.
NOT TO SCALE
PAVEMENT SECTION
NOTES:
1. CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINT NOT TO SCALE
LOCATIONS,SEE DETAIL ABOVE FOR LOCATIONS
2. EXTEND JOINT GROOVE 1"BELOW FINISH GRADE OR 25%OF
PAVEMENT THICKNESS WHICHEVER IS GREATER
3. SEE DETAIL BELOW FOR EXPANSION JOINTS AND ABOVE FOR
CONTROL JOINTS.
SAW-CUT JOINT GROOVE
BUTT JOINT 4 TYPICAL PAVEMENT SECTION SCALE:NTS 3 ASPHALT TO COCNRETE TRANSITION SCALE:NTS
DOWEL BASKET R II DECORATIVE CONCRETE J J
12.O.C. 4 f PAVEMENT,SEE DETAIL 5/C11.0
•
COMPACTED SUBGRADE, • kII�-.` STORM DRAINAGE NOTES:
95%OF THE STANDARD n1STp0 R f • 2NDAOUR
PROCTOR MAXIMUM DRY S/ 1. ALL PIPE BEDDING SHALL BE CLASS"C"UNLESS OTHERWISE DIRECTED
DENSITY(ASTM D 698) "" <- MIliih l'IBY THE ENGINEER.
3.
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS
11 11 I II 11111111 1 I 1111111111.p, 1 1
11 1111 I I I 1 OTHERWISE NOTED ON THE PLANS.
CONSTRUCTION JOINT EXISTING GROUND COMPACTED BACKFILL TO 3. DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
MESH-REINFORCED 8%6 WI ANJ1.4 95%MODIFIED PROCTOR
IF UNDER PAVEMENT 4. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING
L 8"4,000 PSI CONCRETE PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE
NOTES: 4" � N \�/ ,�\ CONDITION OF THE PIPES PRIOR TO CONSTRUCTION.IF DAMAGE
1. EXPANSION JOINTS SHALL BE LOCATED EVERY 50'MIN. } )Ont OD Old O�On Old OQ a COMPACTED ABC /�\ , OCCURS TO THESE PIPES DURING CONSTRUCTION,THE CONTRACTOR
2. EXTEND EXPANSION JOINT 100%THROUGH PAVEMENT SURFACE. 0 00 00 00 00 00 00 0CC—" IV\
' SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
3. ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS `n`✓1�'1�"n "n 1, � I� PIPE(S).
DURING INSTALLATION AND AFTER INSTALLATION. COMPACTEDBACKFILL TO \�4. SEE DETAIL AT TOP FOR CONTROL JOINTS AND ABOVE FOR PREPARED SUBGRADE 90%MODIFIED PROCTOR \/ 5. THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING
CONSTRUCTION JOINTS. w //III III III II \ ANY WORK.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
co
��%�\ y UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR
SILICONE CAULK,cOLORTO PAVENENTSHALL NB GONBTRUGTED OF a,DDD PSID! �`,/ 0/ NOT.THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OFA
MATCH CONCRETE
CONCRETE.REINFORCEMENT SHALL BE WELDED WIRE > REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE
ABRIC SPACED B"O.C.BOTH DIRECTIONS,AS INDICATED / fj; ' VICINITY OF ANV GAS MAINS.
DOWEL BASKET 1 SIB'BACKER ROD NDIICATED IN SPECIFICATIONS ACE FINISHES D JOINTS SHALL BE A9 /�a///� x ./\/ SREPOSE OF SOIL LOPE WALLS ANGLE OF
12'O.C. f PRE-FORMED \ i�T"J J/.\' \ /
COMPACTED SUBGRADE, BITUMINOUS JOINT MATERIAL H/.\
PPROCTOR M STANDARD CONCRETE PAVEMENT SECTION '° �,
DENSITY(ASTMI D 698)UM RY , 1 /
1ST?OUR' • IIII 2NDPOUR NOT TO SCALE 0 PIPE \ TO90%MODIFIED COMPACTED PIPE EMBEDPROCTMENT
'. illll�" a
" a -3,�COMPACTED GRANULAR MATERIAL
III III-1-111-III III_111-III-III 111-III-III-III_N=III-III 111-111-111-1I1-11 IF REQUIRED BY THE ENGINEER
EXPANSION JOINT
PIPE WIDTH+24^ STORMWATER PIPE BEDDING
TRENCH BOTTOM
6 CONCRETE JOINT SCALE:NTS 5 CONCRETE PAVEMENT SECTION SCALE:NTS 2 STANDARD PIPE TRENCH DETAIL SCALE:NTS
J J
#4 STONE CAP
(APPROX.4"DEPTH)
GEOTEXTILE APPROX.5'WIDE
SEPARATOR FABRIC SAND
v v u u
1OS--V0 APPROX.HEIGHT4' M 4O
• S
2 AF
—1 1-1 =(11 -111111 Ii 1-� 11 1 1 1i 1111-11 r=11 1=1 1 1 1-1 11 1 1—ri11
111=11 111-111-111-11111 11111 11111111111111111111 11111 111-11111111111 111-III-
111 11 1111 11 11 1 I-11 I-11 I-11 I-11 MI MI MI MI I-1 1-111-111-111-111-11 I-1 MI I-1 MI I-1 1
I H I H 111 11111 1 11 I I I I 1,—,I I 11 1-1 1-1 1111-111,;1111,,11 111 11 1 1 I I I-1 1111 I-1 I= 1
APPROX.WIDTH 25'
1 CONTAINMENT BERM CROSS SECTION SCALE:NTS
SEAL SEAL DATE: 07/10/2023 SCALE
V G►4EMSERVF CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C11.0
GHS HORIZONTAL:
mVI£� REED DRAWN
9,10,11,12 "'" DRAWING NUMBER
DESIGNED GHS
243 North Front Street `� CHECKED GHS VERTICAL:
AL:
Wilmington,North Carolina 2840) PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL J J REVISION
LIco^,o:F-1222 3336 RIVER ROAD SITE DETAILS
STATUS:
REV.NO. DESCRIPTIONS DATE
REVISIONS .1 J J www.mckimcreed.com wILMINOTON, NC STORMWATER PERMITING
• I:\06796\0017\ENG\80-DRAWINGS\81 PRODUCTION SHEETS\2WORKING DWGS\C11.0 06796-0009.DWG--07/14/2023 10:12:15 •

r
EROSION CONTROL NOTES:
PART III PART III PART III 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING ORDINANCE AND IS SUBJECT TO A FINE.LIMITS OF DISTURBANCE 0.45 ACRES TOTAL.
8'MAX.STD.STRENGTH FABRIC W/WIRE FENCE 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTINGr CONTROL ORDINANCE AND IS SUBJECT TO A FlNE.
self-inspections are required during normal business hours in accordance with the table 1.occurrences that must be reported 6'MAX.STD.STRENGTH FABRIC W/0 WIRE FENCE 3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
1.E&SC Plan Documentation
below.When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: PHASE OF GRADING.ALL OTHER AREAS SHOULD BE STABILIZED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS,
The approved E&SC plan as well as any approved deviation shall be kept on the site.The
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. WHICHEVER IS SHORTER,AFTER ANY PHASE OF ACTIVITY.
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. 1 TOP STRAND MIN.#14 GUAGE
which it is safe to perform the inspection.In addition,when a storm event of equal to or 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY
greaten an self-inspection a The following items pertaining tothe E&SC plan shall be documented in the manner
h 1.0 inch occurs outside of normal business hours,the self-ins shall beENGINEERING DEPARTMENT.
performed upon the commencement of the next business day.Any time when inspections described: Ibl oil spins if: TSTAY AND LNE WIRES MI V.#14 GUAGE 5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
were delayed shall be noted in the Inspection Record. •nunsm ncnmemDocumentation men[. They are zs gallons or more, ✓ I 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UP ON BY FIELD INSPECTOR,ENGINEER,AND OWNER.
• They are less than 25 gallons but cannot be cleaned up within 24 hours, ' If 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS,ALL DISTURBED AREAS MUST BE SEEDED,
lar Each east Measure has been irsta lea Require • They cause sheen on surface waters(regardless of volume),or MULCHED,AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
�mpert e,,�g"o,m.i ".P•mon.=°,a,m°,.m=ma.. and does not signincamlr ceviste from tie of the approvedeE&sC Plan"MSC ea"mplete,dasure on a te • They are within rho feet of surface waters(regardless of volume). 8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT,THE CONTRACTOR SHALL INSPECT AND REPAIR,AS NECESSARY,ALL
ons, onseacBOTTOM STRAND MIN.#14 GU GE DAMAGED EROSION CONTROL MEASURES.
itl as oanv shown on toapproved[&SC Plan elevaHs.Measure shown tions h Releases of hazardous substances of / //\ ///////\////\//\//\//\// /\
trr - .ed� one (al reportable qua under Section \, %/ / / / / / / / / / / / / /\ \� ,/�
order available.record the console!.rain measurement for those un- initial installation of the MSC Measures or if of the Clean Water Act(Ref:40 CFR 110.3s and 40 CFR 117.3)or Section 102 of CERCEO �/ \\/ \/ '\, SEEDBED PREPARATION:
documentation
afterrMta I (Ref:40 CFR 302.4)or G.S.143-215.85. �% /\ \% ��
ae 1 "x,limner,�nm°"nor"ae.0 // \ // %�' 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE.
a (n)apnase of grading has been completed. Initial and spy of the approved ease (b) Anticipated bypassesand unanticipated bypasses. �K \/ �� 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
izlr en, Plancomplete,copy
and can n emsn \� �� // /' 3. REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
"�9Yfe° and within 24 3.Name orthe person performs,.the inspection, uindi<ace wmpler",eurn,en p N m Ii n w n n n�,n f this permit n tin n r n STEEL POST \\ \ \ /\ 4. APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE BELOW.).
.n°tncl\nf me„",e..,em°rcrttna constructionse. Icl Noncompliance with[eco conditions so t sper tt at may endanger ea[o[e /// / j< 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
z°noG, a1 Groin und cover i,located and installed Initial and d°reh°c"pv of the approved Erse / Y\ 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
Plan. ton approved Fast datea ea Z.Reporting TImeua sans other Requirements an inspection �/ SEEDING.
015t°rmwate, II:Inepemed, report to cover indicate compliance`eg`"' pp NOTES: /2 /2 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
After a permittee becomes aware of an occurrence that must be reported,he shall contact 1.WIRE FENCE IF USED SHALL BE MINUMUM 14 GAUGE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE.
At least once per 1.Identification°tine alunarae°utfa ground
°`trau°sore' (a)n,e,°an4e"°nee arid repair c"'r,plem,"°`.and,igoar,"opec°°n rem, the appropriate Division regional office within the and in accordance with the ( ) IF STAND SHOULD BE OVER 60%DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME FERTILIZER AND SEEDING RATES.
rl WITH A MAXIMUM MESH OPENING OF 6-INCHES.
n=n till o", have been performed. "'adsnre, other requirements listed below.occurrences outside normal business hours may also be 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
zo nnnrt lei c actions have been taken reported to the Division's Emergency Response personnel at l800)662d956,(800) _ ESTABLISHED.
858-0368 or(919)733-3300. H 2.SYNTHETIC FILTER FABRIC OF AT LEAST 959<BY WEIGHT
Hal Pennine,of outs!.site limit.,menarem,e mease mea,nres. Sill pQ OF PMANUF FINS OR POLYESTER,WHICH IS CERTIFIED BY 10.APPLY:
complete,
the=completion of the as 5 / THE MANUFACTURER OR SUPPLIER AS CONFORMING TO AGRICULTURAL LIMESTONE-2 TONS/ACRE
„tatilne a dmenttnatna=I=n core<tiveacnen. a
e(Aftero Discovery)and mamems 1 Fy/\ THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD FERTILIZER-1000 LBS/ACRE(10-10-10)
zan°�,. "m" °"mm,ne"aro".tdx°"m=°"n°Irm°rt dnd (a)yi„esediment • am //// CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPERPHOSPHATE-500 LBS/ACRE(20%)
Z.Additional Documentation sdeposition in a .tort.,tteamprweaana 1 1 ri,/ ,\\\\ ACCORDING TO ASTM D 4355. MULCH-2 TONS/ACRE(SMALL GRAIN STRAW)
ANCHOR-ASPHALT EMULSION AT 450 GAL ACRE
a In addition to theE&SC Plan documents abov,the following itms shall be kept on the \ \ \ \ /ve the q them for a writte p ona \ \ \ \ 3.SEE THE NC EROSION CONTROL MANUAL FOR
site and don pbleder ro exemttilnbased o mai ec =sons unleak[toSPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE
a report Mat
agenryinsP ing nor W31a1lst
SLICING METHOD MACHINERY.
,5J streams
aaeeelble hen,n \ \ \ \I° Division vitlesasi[e-s ecific exem[ion based onu site contli[ions[ha[make[his -
pro p p pique I -.zan rs arc °tic rcem xis)°ttnu pent requ emen[no[pracbcal: ppNm \/\/\/\
ialnr°"nd re na(gnael4,n°n°f Perimeter elusion
r assure compliance /\/\/\/\/
stahusasion s s (a) This general permit as well as the certificate of coverage,after it is received. tiro \
me•:vre. lb)Oil and \/,
on or Sarmanen[ (b) Records of inspections made during the previous 30 days.The per eshall record a date,time,nature,volume and wwnllruc" location of rreleaae.
the red observations that
InspectionlRecordrequired
Formprovidedelement,
bt the Division or P ( 4"X 8"TRENCH LINED W/12"OF
similara required
form that includes all the required elements.Use of sups,„.,,,„,.,,,,, non nut \\/\\ FABRIC AND COMPACTED FILL ON
vmmetnattnev•nl be Pr°vbed a. electronically-available records in lieu orehe required t(M-Iclab"ve
y quire paper copies will be allowed if TOP
e.
shown to provide equal access and utility as the hard-copy records. I<l Anticipated A report neport rm.lrrm clays Wore Bore afenebypuss,typo a
bypasses 140 an evaluation of the a p goal./an
effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be t22011m)13)l0e5
•Within PI haurs,an oral or electronic notification_
maintained for a period of three years after project completion and made avail able bdypaeses'IDO at includes an evaluation of the
upon request.140 CFR 122.411 t2241(m)19)I FR Within
and effect o the bypasm
SILT FENCE Damage Length Acre 0.25 Acre
Iel Noncompliance
descriptionwith tfie conditicm •wawa Rcalearda,a report that contains a of the No. Area per100 ft per100 ft MIME
of this permit that noncompliance,and its causes,the p.n.s!,may manc" ac ft YES/NO GTON
health or the been corrected,Me endanger
rne noncompliance is expected to
ngw times
SILT FENCE NORTH CAROLINA
CFR 122.c1(Ilm] noncompliance_ 410/ISl-
•Division staff may vetheregn,rememmrnwntten,ep nnn SF 1 1.70 1048 016 YES Public Service Engineering Division
• rid. y ,end,,,_ APPROVED STORMWATER MANAGEMENT PLAN
NORTHCAROLINA Date: Permit #
Environmental Quality
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 Signed:
6 NCGO1 SELF INSPECTION, RECORD KEEPING AND REPORTING SCALE:NTS 3 TEMPORARY SILT FENCE SCALE:NTS 2 GENERAL NOTES SCALE:NTS
/ l / l
GROUND STABILIZATION CRITERIA
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE SMITE[WREN VASSIOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. 5,000tLREMK LADE SITE AREA DESCRIPTION STABIUZATION TIMEFRAME STABIUZATION TIMEFRAME EXCEPTIONS
Implementing the details and specifications on this plan sheet will result in the construction 2, Provide drip pans under any stored equipment. _
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identifyleaks and repairassoon as feasible,orremove leakingequipmen[from the "1•+---^ _ _•^I w
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The l"I; r PERIMETER DIKES,SWALES,
permittee= comply with pan approve yt etc t 111 Igl„I":i 7 DAYS NONE
hall m h the Erosion and Sediment Control d b he Coll DITCHES AND SLOPES
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,score in=Board econtainersand properly dispose as F __:�_=1
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). _ ,,,,, ���• HIGH QUALITY WATER ZONES 7 DAYS NONE
5. Remove leaking vehicles and construction equipment from service until the problem s PNk.��.� •""'
SECTION E:GROUND STABILIZATION has been corrected. �� s kegs^ IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND
Required Ground Stabilization nmeframes 6. Bring used fuels,lubricants, hydraulic fluids and other petroleum products mu °^ �A~ SLOPES STEEPER THAN 3:1 7 DAYS ARE NOT STEEPER THAN 2:1,14 DAYS ARE
StabilizeeuTdS within this o recycling or disposal center that handles these materials. .a,�..,amurea,. m ALLOWED
Site Area Description many calendar TImeframe variations 164411�- sso,mow,BMW's"unSUPE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. -7 DAYS FOR SLOPES GREATER THAN 50 FT IN
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containersun I LENGTH AND WITH SLOPES STEEPER THAN 4:1
(e.gswa leg prter,crash CONCRETE WASHOUTS
s,ditches and 7 None receptacle)on sitetocontain construction and domestic wastes. SLOPES 3:1 TO 4:1 14 DAYS -7 DAYS FOR PERIMETER DIKES,SWALES,
1. Do if,or
cement co cret tesidue.
perimeter Slopes 3. Locate waste containers at least 50 feet awn from dorm drain inlets and surface DITCHES,PERIMETER SLOPES AND HOW ZONES
v z. Dispose said
settled,nsand at
accordance with local / -10 DAYS FOR FALLS LAKE WATERSHED
b High Water None waters unless no other alternatives are reasonably available. regulations an a an approve icy.
11 g Y 7 Manage
fro and t approved facility.
NOW Zones 4. Locate waste masxandrsoe areas that ind°not lyreceivetostorm drain,
substantial ream or of runoff3. Manage washout from mortar mixers in accordance with the above item and in
Ill Slopes steeper than g from upland areas and does not drain directly workday
rim drain,stream or wetland. additionplacethe mix.and associated materials on sous barrier and within
If slopes or less length and are o - impervious
J of s[ than 2:1,14 days 5. Cover containers at end of each workday and before storm events°r lot perimeter silt fencer
3:1 n steeper ys are eseceq -7 DAYS FOR PERIMETER DIKES,SWALES,
allowed provide secondary containment Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.if an /,I H SLOPES FLATTER DITCHES,PERIMETER SLOPES AND HOW ZONES
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternatemethod or product is to be used,contact your approval authority for Q / 1,I AREAS WITH THAN 4:1 14 DAYS -10 DAYS FOR FALLS LAKE WATERSHED UNLESS
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up Immediately if review and approval.If local standard details are not available,use one of the two Q'
-7 days for perimeter dikes,=wales, containers overflow. types of temporary concrete washouts provided on this detail. clO / /� THERE IS ZERO SLOPE
(d)Slopes 3'1 to 4:1 14 ditches,perimeter slopes and NSW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewa[ering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or .g 9(F
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must / O
•-7 days dikes, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. '' �4, b�Nei PERMANENT SEEDING
ys perimeter 6. Locate washouts least feet from storm dram inlets and surface waters unless it pM'4y
Areas with Silo ditches,perimeter slopes and HOW Zones 1. Do not clump pain[and ocher liquid waste into storm drains,streams or wetlands. Ap 6
(el slopes can be shown that no other alternatives are reasonably available.At a minimum, / �•SP•� C f SO•
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain Inlets and surface install protection of storm drain inlet(s)closest co the washout which could receive O O O(/�T 4J0 qy AMOUNT/
[here is zero slope waters unless no timer alternatives are reasonably available. • H?/'" Di /N GRASS TYPE TIME OF SEEDING INITIAL
spills or overflow. Y qp fj 1000 S.F.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily ' F p Fp
accessible area,on level ground and install • NG 4'O T
ground stabi liza[ion shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. nonce pad in front of the washout Additional controls may be required by the / if /N l'I O BERMUDA,
practicable but hoc se longer man so calendar days aver the last land disturbing I. Prevent the discharge of sod _ • ' FF < q 1-2 LBS. APRIL-JUNE 25 LBS.10-10-10
soaps, detergents and other liquid wastes from approving authority. / o o R//y 9y CC COMMON
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at leas[one sin directing concrete trucks to the washout within the project ' =� �.� GO NO,y
surface stable against accelerated erosion until permanent ground stabilization is achieved. R g° P i p fp Fy,Mp FESCUE TALL JUNE-AUGUST
limits.Post signage on the washout itself identify This location. / I �. r N 4q 5-7 LBS 25 LBS 10-10-10
PORTABLE TOILETS 9. Remove leavings from the washout when a[approximately 75%capacity to limit �P � 4NOTF (KENTUCKY 31) FEB.-OCT.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow vents.Replace the tar sand her ten ��I \O- O O 0- `R SERICEA
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless[here is no alternative reasonably (able.If 50foot P pions When
other ernarye or prod _
techniques in the table below: behind
comucts,fsow mnufacturfunctional.When utilizing alternative or proprietary II �G� w LESPEDEZA
tecnm on ag of attainable,surround
gs portable toilet benmd Sint fence or place products,follow manufacturer's instructions. -....1114. _�- 1-2 LBS MARCH-APRIL 25 LBS 10-10-10
Permanent agravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of 6 ` O • (SLOPES
•Temporary with straw or with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high an approved disposal facility.Fill pi[,if applicable,and stabilize any disturbance : .�
otter foot traffic areas.
•nydrueeai mulches
zee seed erseatr •wn ttila%lassdsuch espermanent soil 3. Monitor Portable toilets for leaking and Properly dispose of any leaked material. causes by removal of washout �• - TEMPORARY SEEDING
•Rolled erosion control produce with or encnrorcement matting Utilize a licensed sanitaryhauler to remove leaking portable toilets and relate �, �•a.
was[e gp°rta p
without temporary grass seed •Hvdroseeding 0O O O 01
with properly operating unit. -.-.-�.
• a[elYapplietls[raw prp[M1ermulch •SM1ru6s prp[M1er permanent plantings covered HERBICIDES,PESTICIDES AND RODENTCIDES � AMOUNT/
•Plastic sheeting with mulch - 2"-3"COARSE GRASS TYPE TIME OF SEEDING INITIAL
1. Store and apply herbicides,pesticides and odenticides in accordance with label 1000 S.F.
•Unimrm and evenly di,trinntedground cover EARTHEN STOCKPILE MANAGEMENT restrictions. AGGREGATE OR •_, a
sunicient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-materiel stockpile areas at least z. store herbicides,pesticides and rgdenticides in their original containers with the #4 STONE \-.= p RYE GRAIN 1-2 LBS. APRIL-JUNE 25 LBS.10-10-10
Structural methods such as concrete,asphalts, 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of 7, '' BROWNTOP MILLET 1-2 LBS JUNE-AUGUST 25 LBS 10-10-10
•re and surface waters unless it can be shown no ocher alternatives are reasonably accidental poisoning. �N 4
.Rolled erosion con p ucnw g seed 2. Proteavailattle.
stockpile with silt fence installed along toe of slope witha minimum offset of 3. Do not store herbicides,pesticides androdenticides in areas where flooding is
possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES IPA Re)AND FLOCCULANTS�'n,ng walls control rod itM1 roe five feet from the toe of stockpile. or surface watt.If a spill occurs,clean area immediately. NOTE(G.S.113A-57(2))
1. Select flocculancs that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsi[e.
construction,selecting from the NC DWR List at-approved pAMRMaccaana 4. Stabilize stockpile within the cimeframes provided on this sheet and in accordance
2. Applyboccdants at or before the inlets to Erosion and Sediment control Measures. with the approved plan end any additional requirements.Son stabilization is defined THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T
3. Apply flocculancs at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
HAN PA5ts/Floccwonrs and'In accordance with the manufacturers instructions. erosion on disturbed soils for temporary or permanent control needs. 1. create designated hazardous wad collection areas on-site.
THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
4. Provide pending area for containment of treated Sm rmwater before discharging ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,
offsite. z. Place hazardous waste containers under rover orm secondary comammeno. SLOPES LEFT EXPOSED WILL,WITHIN 21 CALENDAR DAYS OF COMPLETION
5. Store flocculancs in leak-proof containers that are kept under storm-resistant cover } NORTH CAROLINA 3. Do not score hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. H/ Environmental Quality OF ANY GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER,DEVICES,OR STRUCTURES
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 SUFFICIENT TO RESTRAIN EROSION.
5 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING SCALE:NTS 4 TEMPORARY CONSTRUCTION ENTRANCE SCALE:NTS 1 SEEDING AND STABILIZATION SCALE:NTS
/ ` J J
SEAL SEAL ` DATE: 07/10/2023
CHEMSERVF CHEMSERVE�TERMINAL TANK NO. MCE PROJ.N 08796-0017 SCALE
4McKIIVI&CREED `^�` 1 0 r 1 1,1 DESIGN GHS HORIZONTAL: C12uo NUMBER
i N/A
DESIGNED GHS
243 North Front Street ` CHECKED GHS VERTICAL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL •, J REVISION
License:F-,222 3336 RIVER ROAD EROSION CONTROL DETAILS
STATUS:
REV h REVISIONS DATE , www.mckimcreed.00m WILMINGTON, NC STORMWATER PERMITING
I:\06796\0017\ENG\80-DRAWINGS\81 PRODUCTION SHEETS\2WORKING DWGS\C12.0 08798-0009.DWG--07/14/2023 10:12:19 •

EROSION CONTROL MAINTENANCE NOTES:
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS 3 3 TOP OF DAM
NECESSARY, EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS �1 1�
ONE-HALF (0.5) INCH. SPILLWAY WIDTH
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF / SPILLWAY ELEV.
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED / '°0 ,887=•63=-e a•a°i twr mB 931 TOP OF DAM
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING , STAKE-WITH MAKER AT EMERGENCY (8'MIN WIDTH)
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CLASS B STONE SEDIMENTCLEANOUT DEPTH SKIMMER SPILLWAY 1y
CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS SPILLWAY SECTION (SEE DETAIL 1/C12.1) 1 D
STABILIZED. WATER LEVEL
DURING STORM O 0 0 ,9.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET C" �a�' r
DEEP. THE SEDIMENT FENCE 1MLL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A NOTES: -II-"""""""""" '-'-'-'-'-'-'-'- """"""" ^ yze
BARRIER. - - EARTH DAM
4. ALL
EAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO 1_1
IR
5. SSTONER CONSTRUCTIONECIFICATIONS IN E ENTRANCEVTOPBENCLEANED MAINTAIN
Y ENASE SEDIMENT ACCUMULATIONS, DENSE S ARE VI IB E TIVE COVER. 1.
MESH,OR TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORED SIZE.Z BLANKET,COIR IIli 11=-47-41j m B = •TIC•
OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2. THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND SIDES USING STAPLES III 111 111 A e0. 1 1111 i,l \
2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE OR BY TRENCHING AS FOR SILT FENCE. 1 I I III= ^sh II-'
MUD/SOIL FROM PAVEMENT, AS REQUIRED. 3. LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS.AVOID PLACING IT THROUGH FILL 1 111111 ,A _ OUTLET BARREL J
6. CHECK THE EMBANKMENT FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND MATERIAL WHEREVER POSSIBLE. - =' ,�' ���� �� �� ��' „ (SEE PLANS FOR
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. 4. ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN. DISCHARGE RUNOFF POROUS BAFFLES,SEE DETAIL 2/C12.1 SEDIMENT STORAGE MATERIAL)
7. INSPECT SILT FENCE AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(0.5" OR GREATER) INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION. 7009/m'COIR FABRIC
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE 5. PHASE 2 SKIMMER CONNECTION WILL BE MADE AT THE INVERT OF THE BOTTOM OF THE BAFFLE 1=25%X BASIN WIDTH
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE STORMWATER STRUCTURE AS SHOWN IN SHEETS CN-501 THROUGH CN-507. BAFFLE 2=50%X BASIN WIDTH BASIN SECTION
MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. BAFFLE 3=75%X BASIN WIDTH
8. INSPECT TEMPORARY SEDIMENT BASINS AND SKIMMER AT LEAST WEEKLY AND WITHIN 24 HOURS OF NOTES:
EVERY ONE INCH OR GREATER RAINFALL, AND REPAIR IMMEDIATELY IF DAMAGED OR ALTERED.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES 1.Q10 PEAK FLOW WERE TAKEN FROM RATIONAL METHOD.
CO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT 2.REQUIRED SURFACE AREAS AND VOLUMES WERE TAKEN FROM NCDENR ESC MANUAL.
CONTROLS. 3. FAIRCLOTH SKIMMER SELECTION TABLE TAKEN FROM TABLE 4-2.NCDOT LEVEL III-A DESIGN OF
9. CHECKMATHE SEDIMENTIN BASIN EMBANKMENTSKIAR BASINFPIPINGMEND, ETTLEMEN, AND OUTLET FOR EROSION SEDIMENT&EROSION CONTROL PLANS MANUAL
DAMAGE, AND INSPECT THE FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 4. EMERGENCY WEIR WIDTH TAKEN FROM SKIMMER BASIN CRITERIA SECTION OF NCDENR ESC dp,n."d.Imar:eeaa„U,nd ` - i°'"
10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED MANUAL TABLE AND/OR HYDRAULIC ROUTING OF THE BASIN TO ENSURE NON-EROSIVE VELOCITY. s�..u,piansnranposnanda„wim"eiy n• "iTemdldeo'mAnend"""tev"'m"�'post
REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A 5. MINIMUM BARREL PIPE ON THE SKIMMER IS 4-INCHES. (ON A 1%SLOPE THE CAPACITY IS 100A. sMm.y.
BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE GPM)
SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR .,Rga--, k,e, ,
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING eSaa,N
THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED SKIMMERBASIN CALCULATION TABLE NShall�*97�d _ m
STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, Be1AeMYN ..epimxtirmaaMm n�awnngA.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, Idn,Mated.I" -
AND STABILIZE IT. TEMPORARY SKIMMER Skimmer Drainage Rational I10 Q10 Required SA Provided Required Vol Storage Storage Vol Weir
Provided Vol a.xlau.mrd
11.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND WITHIN 24 HOURS OF EVERY ONE BASIN ELEVATIONS No. Area RunoffCoeff. Intensity Peak Flow (325x(210) SA (1800cf/acRDA) Depth Drained Width
INCH OR GREATER RAINFALL, AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR - ac irdhr cfs sf sf cf cf ft cf ft
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. TSB-1 MI.Im o,setl1nenttwinW1De land:c.fet Slade
12.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO TSS1 1.70 0.30 6,50 332 1,077 2,792 3,060 3,155 1.00 4,106 6.0 camxtetl.a permanenmwmea.erwdn
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND A 13.00' of onw depth,
aapmauroq uunaaa
d ba
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAM AS '
B tempamnred„neMome,n Vat
I _I I
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION 14.25' FAIRCLOTH OUTLET PARAMETERS II I III 41I ,� I
C 15.25' ft.t.hshllMcee RIcairfiber baea lnbasins I'\s,dwn
Skimmer Dewatering Skimmer Skimmer Orifice Orifice Barrel Barrel Skimmer Basin Orifice Top of Riser Temp.Emergency Length:Width ardnlnage outlets..a spacing Of1,4tte 11 'vpepf
DN. Time Outflow Size Diameter Radius Outflow Pi Bottom Elevation Elevation Elevation Spillway Elev (>2:1) 6as9nlengthTeP(g)solrfbm barbson be Baffle Meted sAadIN mow.Re bottom
15.80' Pe P Y Bed infieb�r�cA�zo Hgnleng.A eNddmdbmin BRN o'landmase,epka
(days) cf/day m m m gpm m ft ft ft ft spacing ln9
TSB-1 3 1,369 1.5 1.3 0.65 7.1 4.0 13.00 14.25 15.25 15.50 TRUE
2 SKIMMER SEDIMENT BASIN SCALE:NTS
J
WATER ENTRY UNIT GENERAL NOTES:
�' '� WITH TRASH SCREEN
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
OMEN PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
' CONDITIONS WARRANT A CHANGE.
I
-.J'1 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
al4 NSTALENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
HORIZONTAL TUBE WITH A DISCHARGE END OF THE PIPE.
in 1 ,I� CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) EARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
EMERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
FLEXIBLE HOSE (MAJOR STORM EVENT)
FLOAT
II-III INVERT OF LOWEST STORM PVC VENT
-11E11 WATER DISCHARGE OPENING PIPE
TOP VIEW SILT FENCE III � GRATE
(MINOR STORM EVENT)
POST TOP VIEW 1II FLOAT
NOTE uuuuu FLEXIBLE HOSE MUST BE
I'00�'00 SECURELY FASTENED TO
STRUCTURAL STONE SHALL BE(CLASS"B^) PVC VENT PIPE - STORM WATER THE WATER QUALITY
STONE FOR EROSION CONTROL PURPOSES. DISCHARGE
SEDIMENT CONTROL STONE SHALL BE NO.5 - OPENING DISCHARGE OPENING
OR NO.57 STONE.
2' V Ii= 1= OUTLET PIPE 1= Y- 0
H FLEXIBLE HOS�. -
SILT FENCE 1 roc OVERFLOW
SILT FENC�E� I
1 MIN. <°�< <«� <<"l4''2'�I'< WATER ENTRY UNIT I \\�� SCHEDULE 40 PVC PIPE
A[�on, ��<Si5<�<< / �<<<<<°5<<�� <. .�111(((\\\\\ (BARREL OR ARM)
3'M . %< 100 ram."' <1<<: >i%
, END VIEW SIDE VIEW MAINTAIN DEPRESSION TO - _ = E11=111
STRUCTURAL 1 p-6. IL (NO SCALE) SKIMMER IBECOMINGNCE STU STUCK-----
STONE MIN DRAWN BY T.R.EVANS 10/10
SEDIMENT
FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET W.FAIRCLOTH SON INC.
WWWFAIRCLOT IDRAWN ER.COM
CONTROL FRONT VIEW TELEPHONE:[phone]
STRUCTURE STRUCTURE FAX: [phone]
SILT FENCE SHALL REMAIN IN EMAIL: WARREN.IFAIRCLOTHSKIMMER.COM
PLACE AND BE FOLDED OVER
TO ACCOMMODATE OUTLET.
4 MAINTENACE NOTES NTS 3 SILT FENCE OUTLET NTS 1 FAIRCLOTH SKIMMER SCALE:NTS
J J
Sfal SEAL DATE: 07/10/2023 SCALE
V GHEMSERVF CHEMSERVE TERMINAL TANK NO. MCE PROJ.N 06796-0017 C12.1
OHS HORIZONTAL:
mVI£� REED DRAWN
9,10,11,12 N/A DRAWINGNUMBER
DESIGNED OHS
243 North Front Street ` CHECKED GHS VERTICAL:
AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL J J REVISION
License:F-1222 3336 RIVER ROAD EROSION CONTORL DETAILS
STATUS:
REV.NO. DESCRIPTIONS DATE
REVISIONS .1www.mckimcreed.com wILMINCTON, NC -., \ STORMWATER PERMITING
• I:)06796)00171ENG180-DRAWINGS)81 PRODUCTION SHEET812 WORKING DWGM12.0 06796-0009.DWG--07/14/202310:12:19 •

rOrgiiiiigl
• , a' — DRAINAGE AREA 1
CMT REAL PROPERTY LLC
•� 'S DRAINAGE AREA 4
• R06400-001-004-000 _ PETROLEUM FUEL TERMINAL CO
-7 - • 1 1..-� • i _ D.B.6316 PG.2301 - R06400-001-023-000
i • . - t ZONING:IND ZONING:IND
-• T -- ,- . r'..• ...... LAND USE:INDUSTRIAL - - - Mr.* LAND USE INDUSTRIAL s-' DRAINAGE AREA 1(MODIFIED) 5.14 ACRES(223,874 SF)r .,II ,�
•-• y ': 1 \ •�• ,.�. •e• j_ -�z _- (/ - �w /_ - =/ PROPOSED
EAREA IMPERVIOUS A 55,24.96870 E
��r _ - _ 1•� Y. * _ �1• #� i- - • Y� • DRAINAGE AREA 4 0.67 ACRES(29,241 SF)
y` wy)) \ PROPOSED IMPERVIOUS AREA 15,944 SF
• 7�.+r ,,,. • PROPOSED •", > , «' - AREA IMPERVIOUS%
j/f Iiii ` • INFILTRATION BASIN#4 15- ( 54.63
• �•'' - - } \ , • GENERAL NOTE:
, '• • • ~ A, I T\ \ --' �$ I i J \ 1 1. DRAINAGE AREA 1 HAS A CONTAINMENT BERM AROUND ALL STORAGE TANKS
•1 50'X70'TRUCK PAD f �7 WHICH ACTS AS A INFILTRATION BASIN,THEREFORE NO DESIGNED POND IS
.......
- - \ NEEDED.THE NOW MODIFIED AREA WITH THE ADDITION OF 0.67 ACRES
P. • �• � � DRAINAGE AREA 4 ,/ _ III/
.4.,.;_' • ••� (29,214 S.F.-0.67 AC) II' 2. ALL INFILTRATION BASINS HAVE NO STORMWATER DISCHARGE.ALL BASINS
. , r♦+ 0
\ — CN 86 /// I I \ 1 ARE DESIGNED TO CONTAIN 100 YR STORM AND THERE ARE NO EMERGENCY
_� + Hiir.,,,„„8„&iwillii.,„: \III.• -- ac.:. III \ SPILLWAYS.
1111(1
I tiOQ •*V.,
_ -�21 /•
o°�=° • to
I \ • SCM 1
tm0 _ h� - P••POSE �20 - o III �, STORM ELEVATIONS
•r• II;. N0.11 �- - i
I., •'DIAME R \ " \ DRAINAGE AREA 1
• .•V ( ) PROP f o , \
• N0.12 I ) ) \ 1.5"DEPTH=20.08'
1 (60'DIAMETER)
�� d I.• ••, I\ 1 r -, ROCK CONCERT REAL PROPERTY LLC DESIGN STORM
�•• ' t � V ' Y` ` R06400 002-003 000`f� I ` �II7,*r - II \, _ t kn\ki. D.B.6316 PG.2360 1-YEAR=20.47'
•• ' I ...I <5 • 1, �� ZONING:IND
_ ' t. ••� P. PROPOSE TANK I I J 1 ... LAND USE INDUSTRIAL 2-YEAR=20.59'
s ■ 'i N0.9 ROPOS: ID- '1
'� - ry fl. t I NO.11 1` - f 1 'r- 10-YEAR=21.02'
f PROPOSED �I (51'DIAMETER) \_ -f t
• ADDITION of 42, 'DIAMET ') \ �� _ larI \1
_ - $ sun - •!R� --"--� 25-YEAR=21.08'
- tell ' w I IS \ I zS ti EXISTING PERIMETER l `- II )
•
` '•• I 20 \ CONTAINMENT BERM ( 7 50-YEAR=21.15'
Y \
ti • • `� 25 P6 _ \4 _ ,\ 1( �l \ 100-YEAR=21.21'
,„ toi • ( I PREVIOUSLY a) DRAINAGE AREA 1 1 I II 11 V LI \
J' Mr �• CHEMSERVE TERMINAL / PERMITTED (PREVIOUSLY PERMITTED) - I 1 t
OF WILMINGTON LLC. I j scM 1 (MODIFICATION) I ( I 11
I I I 1 \
• R06400-001-003-001 f () (223,674S.F.a5.14 AC)CN
1 t. I 1
` ,- - D.B.5831 PG.695 1 1
22.38 ACRES I 1 1 1
ZONING:IND 1 ) /' I I ' 1 I l
f .'- LAND USE:INDUSTRIAL I 1 / • I ) VV (I, .ty / It ) to
�/•9., __ CAMA LAND USE-URBAN I 1 l EXISTING i \� I
y� 4 EXISTING i STORAGEI
V )l � CITY OF
I
STORAGE {NK r 1 GTO
�. - . I TANK r NORTH CAAOISNA
. _ - i• I Public Services• Engineering Division
•
- --- -��...`r�- _ •.-..� . I n \ [)t) .cut 1
_ APPROVED STORMWATER MANAGEMENT PLAN
• 1�s- 1 >>
di
�� I \� .�".... - - �• Date: Permit #
• '' i - },it • -P19 '� Signed:
• y - 1
•
• iIt i►� I 1
y I . _ EXISTING '•*.
STORAGE I L
, � �all•� • � `1 •1 EXISTING ] • �1 TANK 1 (` • . "OP
. 2 DATA TABLES
'•- ♦ EXISTING . 1 141.t
'• STORAGE STORAGE �t 1 1
TANK I1 �� TANK / o Ii'�1 V A 1�
Si f / • i�� •� I, ���` I , ,ice, �/ ;'-^�r I ��' / (15 . i.� •.�� �•41 1 ° / 1l • \V •ciiirt4k\'r
WILMINGTON
y AO` ti 1 tF \\ I ji 1 M O� o PLACE
iir it..
• I e{ 1 r I ° oviata Q
F' �• I I 1. 4y ... \ I 1 •1••; 1 SHIP'
• a w• • • • I I l I ( 1 1 tr• 4 p
I 1 1 EXISTING STORAGE I �(. \ \ 1 S
• I II •- • I N STORAGE TANK NO.8 1/ \-"' - Q Apex Oil Company .,,.i.�q.
TANK NO.7
• I AI 1 (90'DIAMETER) 1 j
• `• V f` :I II • 1 (72'DIAMETER) - •1 1 jilk �^ •yr `•. r.• '♦ /, 1 •
I °Y,F• + 1M Carolina Marine Terminal B E L M 0 N T
r I EXISTING ) 1 _ / _ -_---___- L• a Q a�
r •I.1
F. N+'r• ., �4 ♦4411 II STORAGE I ) --_--- _ , _- , 1 CHEMSERVE ea.,"
w, �n
/► t I I TANK NO.6 I1 `.� I= -x� 1 I� �� �„ Fourth East TANK
nd R€3car Q
(72'DIAMETER) _ ....• eny Range
44 It.: ..... . .., ,ik\.:1
\____________:::..77,: --_,...-:: : ,z, . : .4,
• • \\ , • :i i •fi • `
Y. Pi `� J •1 �� _ 7T Vertex Railcar tion,
i !�r - �__• EAGLE ISLAND LTD 4..
1 M� - '•- 7• R06400-002-007-000• 0 50' 100' Corporation
• - +� a••A '•� 40...• ' ,, • SCALE.1= r_ • 5 Ho iz.)
• �• � •:•} • •• LAND USE:VACANT • • r X
3 DRAINAGE PLAN DETAILS SCALE:1"=50' 1 VICINITY MAP
. .
SEAL SEAL DATE: 07/10/2023 SCALE , \
CHEMSERVE CHEMSERVE TERMINAL TANK NO. MCE PROJ.# 06796-0017
OHS HORIZONTAL:
C16.0
4,, McKIM SCREED c 9,10,11,12 DRAWN
=50' DRAWING NUMBER
DESIGNED OHS
243 North Front Street ` CHECKED GHS VERTICAL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL . J . , . REVISION
License:F-lzzz 3336 RIVER ROAD SCM DETAILS
STATUS:
REU.NO. REVISIONS DATE , www.mckimcreed.Dom WILMINGTON, NC STORMWATER PERMITING
• I:\0679610017\ENG\80-DRAWINGS\81 PRODUCTION SHEETS\2 WORKING OWGS\C16.D SCM DETAILS 06796-0009.DWG--07/14/202310:12:27 •

`■� es AREA 1 i
A IV
_� -- As — - _ DRAINAGE AREA 4
- -
Q
�" - _ — f --,� DRAINAGE AREA((MODIFIED) 5.14 ACRES(223,874 SF)
_ - - - - 1. - / PROPOSED IMPERVIOUS AREA 55,870 SF
PROPOSED SCM#4 AREA IMPERVIOUS% 24.96
,� 16`L5 NCjby _ ` I I (_�� DRAINAGE AREA 4 0.67 ACRES(29,241 SF)
/ _ ---
\ *J PROPOSED IMPERVIOUS AREA 15,944 SF
p !�1 '- I% AREA IMPERVIOUS% 54.63
tih / `Lh 65 ` li)r
J t • • 6 �� `\16. 16 �' -- ;� 11 r GENERAL NOTE:
f I�a I 91.57' y"�9 p 1 1 1 1. DRAINAGE AREA 1 HAS A CONTAINMENT BERM AROUND ALL STORAGE TANKS
61 \/ � l . WHICH ACTS AS A INFILTRATION BASIN,THEREFORE NO DESIGNED POND IS
__ `y 19 73 3
I J ; NEEDED.THE NOW MODIFIED AREA WITH THE ADDITION OF 0.67 ACRES
E DRAINAGE AREA# I � s
(0.67 ACRES/29,241 SF) 311.06 I \ \ 2. ALL INFILTRATION BASINS HAVE NO STORMWATER DISCHARGE.ALL BASINS
\ , -\\ ARE DESIGNED TO CONTAIN 100 YR STORM AND THERE ARE NO EMERGENCY
At
\\ `\_ 1 r/ SPILLWAYS.
it
I SCM 4
lip* II 06 \ o '`�) / I STORM ELEVATIONS
I I \\�\ ` i� DRAINAGE AREA4
_..1111 , r 50 X70 TRUCK PAD
\ 1.5"DEPTH-12.81'
I 1 / \ DESIGN STORM
II / \
`� \\-------___\
007j'
/ 1 / \ 1-YEAR=13.83'�\ d` ,I ,��� GOI \ 2-YEAR=14.12'
--- - MIL _� 6 ACCESS ROAD 10-YEAR=15.06'
9
_/ _ 20 21 J I \ 25-YEAR=15.38'
22 23 I \\ 50-YEAR=15.68'
_i �-_e 24 \
25 I
_ . .
_ J 100-YEAR=16.01'
I I 1 imirum...m im IV..Vs, klid'' 2 . . . = ..• Ifir 25
DRAINAGE AREA#1 (MODIFIES 222-® ® I I
(5.14 ACRES/223,874 SF) I I II
S \
I
I
I PR POSE ANK '; 11 L 1"40' -1 /
f _ I GTON
_ NORTH CAROLINA
NO. 1 Public Services Engineering Division
I (32' DIAMETER) 1 N \\ APPROVED STORMWATER MANAGEMENT PLAN
-
00PROPOSEO 2 TANK �1', N Dote: Permit #
Signed:
60' DIAMETER N 1 II
41 PROPOSED SCM#1 / 1 \ \
1 '''''\ \\ i\ \\\ III -9'(Hod.)
4.1\ \ \I
N
1 Q. I
2 INFILTRATION BASIN #4 SCALE:1"=20'
l
POND 4 DETAIL
TOP or POND EL 17.00' #4 STONE CAP
(APPROX.4"DEPTH)
UNE INFlLIRATON POND
'ElI IN 157 WASHED STONE
—III— TOP OF POND EL 16.25'
CLEAN SAND
— NATURAL SOILS
III II II III 4
II MAIN BAY ?,M oQ
II
I—I Ill ill
171
!Fi / �rs�Opt 3.1ON S�
IllI II II II II - -, ' PDND aOTTDN 26D s
INFILTRATION POND SECTION III 1 1 11 Ill I 11 III Ill 11I I ii 1,1 1 11 1 1 1 1 1=11 11 1 11 III IIlI lI 11—Ill
I 11 I11
I I
IfiI I I I I I I I I I IOI I I II I I I ILI I ILuI I I II�
NOT To SCALE II=1= 1 I I-IIIL11 I III I III I III I—III I III I III I III I I I I I I-
11 I-- - - W i - I 1I 1 —=I I 1 I 11 1 i—il NOTE: GEOTEXTILE
1. ALL INFILTRATION BASINS HAVE NO STORMWATER DISCHARGE. ALL BASINS ARE SEPARATOR FABRIC
DESIGNED TO CONTAIN 100 YR STORM AND THERE ARE NO EMERGENCY
SPILLWAYS.
4 INFILTRATION BASIN DETAIL NTS 3 INFILTRATION BASIN DETAIL NTS 1 DATA TABLES
d -i.
SEAL SEAL DATE: 07/10/2023 SCALE
V C*4EMSERVe CHEMSERVE TERMINAL TANK NO. MCE PROJ.# 06796-0017 C16.1
GHS HORIZONTAL:
mVI£� REED DRAWN
9,10,11,12 =2D' DRAWING NUMBER
DESIGNED GHS
243 North Front Street ` CHECKED GHS VERTICAL:
AL:
Wilmington,North Carolina 28401 PROJ.MGR. RMC 0
Phone:[phone],Fax:[phone] TERMINAL N. J REVISION
Liceeo:P-lzzz 3336 RIVER ROAD SMC DETAILS
STATUS:
REV..No. RevlsloNS DATE , www.mckimcreed.Oom WILMINGTON, NC STORMWATER PERMITING
• I:\06796\0017\ENG\80-DRAWINGS\81 PRODUCTION SHEETS12 WORKING OWLS\C16.1 SCM DETAILS 06796-0009.DWG--07/14/2023 10:12:36 •