20100095 Ver 1_More Info Received_20100324

TRANSMITTAL
Ex,Q PRIME
10' O oO(S ENGINEERING
UCKINKNIOCKNIM,
To: Ms. Lia Gilleski Date: March 23, 2010
Company: North Carolina DENR From: Alex Brock, PE
Address: 2321 Crabtree Blvd., Suite 250 Phone
Number: [phone]
Raleigh, NC 27604 Project Name : TransMontaigne - Selma, NC Terminal
Phone [phone] Project #: 1129-0043.000
Number:
We are Transmitting: ® Attached ? Under Separate Cover Via: Federal Express The following:
Quantity
2 DDate
3/23/10 Description
Revised Sheets (Cover, C-101.2, C-201.2, C-202.2, C-406)
1 3/19/10 Copy of RFI Letter.

H 20M
DENR- TEROMI
WE MD ATElt MW

These are Transmitted:
? For Your Information
® For Review and Comment
? At Your Request
? For Approval
? Make Corrections as Noted
? Revise and Resubmit
? Return
? Submit
? Resubmit
corrected copies
copies for approval
copies for distribution
Remarks:
Lia,
Please let me know if you have any comments or need anything else.
Thanks for your assistance.
Alex
Copy: Todd Eldridge, PE
Tom DeGrace, PE
File (1129-0043.000)

C~
1888 Etnet-y Street, NW ¦ Suite 300 Atlanta, GA 30318
main: 404-425-7 1.00 6x:404-427-7101 «.?w.l?rinu-en;.corn

k"
NCDENR
North Carolina Department of Environment and Natural Resources
Division of "later (?uality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secrulaly
March 19, 2010
DWQ#: 10-0095
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
T ransmontaigne Operating Company
Attn: Mr. Shawn Mongold, PE
200 Mansell Ct., Suite 600
Roswell, GA 30076
Project Name: Transmontaigne Selina Terminal
REQUEST FOR MORE INFORAIAT ION
Dear Mr. Mongold:
On March 17, 2010, the Express Review Program of the Division of Water Quality (DWQ) received your
application dated March 16, 2010, to impact 10 linear feet of perennial stream (temporary impact) and
4,179 square feet of Zone I Neuse River basin protected riparian buffer and 5,115 square feet of Zone 2
Neuse River basin protected riparian buffer, to construct the proposed rail spur at the project location.
The DWQ has determined that your application will require additional information. Please provide the
following information so that we may continue to review your project and prevent denial of your
application as required by 15A NCAC 21.1 ,0506:
Additional Information Requested
U/ As mentioned in the pre-application meeting, the 50-foot riparian buffers are measured from the
top of bank of the stream. Please modify your plans to show the stream top of banks, rather than
the stream centerline. "Phis change will likely affect your impact calculations and the buffer
footprint on the plans. - ?- iUr:?i, C-20.),.x, C-yU4 L vUt?,
---2. Additionally, your proposed level spreaders may not encroach into Zone 2 of the buffer ?.'2u, i-j,? ??
(including grading as shown on the NW level spreader found on sheets C-201.2 and C-202.2). - I n nm °
Please ensure that the elevations in the bypass structure (Sheet 0-406, Detail 4) are correctly
labeled. It is preferred that you show separate bypass structure detail for each basin-level spreader - 5? r/?
system since the locations of the III)PE pipes relative to the bottom of swale are different. ?''
?! Please replace the 5.5" and 3,25" orifices with 6" and 4" orifices respectively for Basins I and 2,
and provide a protection measure for the orifices to minimize clogging. C -tlvt.
5. Basin-Level Spreader Systems:
-a- Please extend the berm around the basins to be higher than the level spreader or lower the
elevation of the level spreader lip so that all flows are directed to flow over the lip. (-yam
Provide a note on the plans that the basin slopes shall be stabilized with grass, and
specify the type o1'grass to be used. (The bottom surface area of the 134' contour may be
further minimized to reduce the side slopes to 4:1) C,qt ,
401 Oversight'Express Review Pennitling Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location. 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Pthone: 919733-1786 FAX [phone]
Internet h;tpllir2_o.enr.state.nc.us'ncwellands/
One
NorthCarohna
Naturally
_qsa'. 0Jpporwngy Arf=rm4,a Acr,on Employer
,'
TransMontaigne Operating Company
Page 2 of 2
March 19, 2010
/c. For ease of maintenance (removal of accumulated sediment), please provide a sloping
surface (at 45 degrees angle) at the bottom of the inside face of the level spreader, and
shall be made of a smooth hardened material such as concrete. &qt)Please respond within five (5) days of the date of this letter by sending two (2) copies of the above
information in writing. The Express Review Program is a process that requires all parties to participate in
a timely manner.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ.
Please contact Joseph Gyamti or L.ia Myott Gilleski at 919-733-1786 if you have any questions regarding or
would like to set up a meeting to discuss this matter.
Sincerely,
, &--?
lan McMillan, Acting Supervisor
401 Oversight/Express Review Permitting Unit
I.iM/lhng
cc: Lauren Witherspoon, DWQ Raleigh 'Regional Office
File Copy
Thomas DeGrace, Prime Engineering, Inc., 1888 finery St, Ste 300, Atlanta, GA 30318
, y "
SITE OPERATOR: TRA TRANSMONTAIGNE PRODUCT SERVICES V ~ ~ ,19
26C SEL 2600 W OAK STREET SELMA, NORTH CAROLINA, 27576
cap CONTACT: TERRY MURRAY I
PH( PHONE: [phone] {I
OWNER: TRA TRANSMONTAIGNE PRODUCT SERVICES
20C 200 MANSELL COURT EAST, SUITE 600
ROB COE ROSWELL, GEORGIA 30076- CONTACT: SHAWN L. MONGOLD
PH( PHONE: [phone]
PROJECT MANAGEMENT PRII flENT PRIME ENGINEERING, INC. SCALE: 1" = 1500'
ENGINEER OF RECORD: 188 )RD: 1888 EMERY STREET, NW, SUITE 300 n
ATL ATLANTA, GEORGIA 30318 _
C0~ CONTACT: TODD ELDRIDGE, P.E.
PHC PHONE: [phone] z {301
_ GEOTECHNICAL ELV ELVEY THOMAS, P.E.
.,T.-,~ ENGINEER: FRO FROEHLING & ROBERTSON, INC.
_ 310 310 HUBERT STREET, RALEIGH, NC 27603 y" ,
PHC PHONE: [phone]
SURVEYOR: LAN LANDPRO SURVEYING AND MAPPING
305 WO( 305 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188
C0~ CONTACT: JAMES H. RADER
PHC PHONE: [phone]
9 8 03/24/10 G-000 COVER SHEET
t;<, I 7 03/16/10 G-001 OVERALL SITE PLAN
7 03/16/10 G-002 ALTA SURVEY
1. PROJECT IS LOCATED AT 2600 W OAK ' 2600 W OAK STREET, SELMA, NORTH CAROLINA 27576. 7 03/16/10 G-003 ALTA SURVEY PEAR ~ 2Q10
7 03/16/10 G-004 ALTA SURVEY
2. PROPERTY IS ZONED: "I-2, HEAVY INDI, 2, HEAVY INDUSTRIAL" o w~~ ~
7 03/16/10 G-005 AS-BUILT SURVEY
3. THE SITE AND TOPOGRAPHIC INFORM. PHIC INFORMATION SHOWN HEREON IS BASED ON DRAWINGS "AS-BUILT 7 03/16/10 G-006 AS-BUILT SURVEY
I SURVEY FOR TRANSMONTAIGNE" DA' VTAIGNE" DATED SEPTEMBER 3, 2009 BY LANDPRO SURVEYING AND ~CSM LAND TITLE SURVEY" DATED OCTOBER 2, 2007 BY SDI SITE DESIGN, 7 03/16/10 C-001 LEGEND, ABBREVIATIONS, & GENERAL NOTES
MAPPING AND "ALTA ACSM LAND 1 ' ~ INC.
7 03/16/10 C-002 E,S,&PC NARRAl1VE
4. VERTICAL DATUM FOR THIS SITE IS THIS SITE IS BASED UPON NAVD 88 (PER "AS-BUILT SURVEY FOR 7 03/16/10 C-101.1 DEMOLITION PLAN
TRANSMONTAIGNE" DATED SEPTEMBE ED SEPTEMBER 3, 2009 BY LANDPRO SURVEYING AND MAPPING).
5. ALL WORK SHALL BE CARRIED OUT IN E 'RIED OUT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS, 8 03/24/10 C-101.2. DEMOLITION PLAN S, CODES, AND OTHER REQUIREMENTS BEARING ON THE CONDUCT OF THE WORK. 7 03/16/10 C-201.1 E,S,&PC PLAN
REGULATIONS, ORDINANCES, CODES, AN[
6. CONTRACTOR SHALL ABIDE BY ALL OSH E BY ALL OSHA STANDARDS. 8 03/24/10 C-201.2 E,S,&PC PLAN
0 SIBLE F~ fi,„ 7. CONTRACTOR SHALL BE RESP N ETC. ESPONSIBLE FOR SECURING ALL PERMITS AND PAYMENT FOR INSPECTIONS, FEES, 7 03/16/10 C-202.1 GRADING AND DRAINAGE PLAN-
8 03/24/10 C-202.2 GRADING AND DRAINAGE PLAN
~ CONTRACTOR SHALL VISIT SITE AND FAf SITE AND FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO SUBMISSION OF BID 7 03/16/10 C-203.1 SITE STAKING, AND U11LITY PLAN
8 AND/OR PURCHASE OF MATERIALS AND ATERIALS AND MOBILIZATION. 7 03/16/10 C-203.2 SITE STAKING, AND UTILITY PLAN
aM' L WORK SHALL BE LIMITED TO THAT ~.,,t, , 9. AL TED TO THAT SHOWN ON THE DRAWINGS. NO ADDITIONAL WORK SHALL BE 7 03/16/10 C-301.1 STORM SEWER PROFILES
~l G, y ~ PERFORMED WITHOUT PRIOR WRITTEN AP )R WRITTEN APPROVAL OF THE OWNER. ANY ADDITIONAL WORK PERFORMED
~ OUT THE OWNER S CONSENT SHALL WITH )NSENT SHALL BE DONE AT THE CONTRACTOR'S SOLE EXPENSE. 7 03/16/10 C-301.2 STORM SEWER PROFILES
10. DO NOT °°SCALE°° DIMENSIONS FROM THE DNS FROM THESE DRAWINGS. 7 03/16/10 - PROD~CTDSERVICES TO SERVE TRANSMONTAIGNE
7 03/16/10 C-302.1 TYPICAL RAIL SECTION
11. CONTRACTOR TO FIELD VERIFY ALL DIME :RIFY ALL DIMENSIONS, LOCATIONS, AND SIZES PRIOR TO BEGINNING
CONSTRUCTION. NOTIFY ENGINEER OF ~ :NGINEER OF ANY DISCREPANCY IMMEDIATELY. 7 03/16/10 C-302.2 RAIL CROSS SECTIONS (WEST SIDING)
12. CONTRACTOR SHALL COORDINATE ALL U iDINATE ALL UTILII1ES PRIOR TO ANY EARTH-DISTURBING ACTIVITY. WORK 7 03/16/10 C-302.3 RAIL CROSS SECTIONS (WEST SIDING)
AROUND EXISTING UTLITIES SHALL BE P UTILITIES. CONTRACTOR IS HELD ACCOI :S SHALL BE PERFORMED IN A MANNER THAT WILL AVOID DAMAGE TO THE 7 03/16/10 C-302.4 RAIL CROSS SEC110NS (WEST SIDING) S HELD ACCOUNTABLE FOR MAINTAINING AND PROTECTING EXISTING UTILITIES.
7 03/16/10 C-302.5 RAIL CROSS SECTIONS (TRACKS 5, 6, do 7)
13. THE CONTRACTOR SHALL FOLLOW ALL S FOLLOW ALL SECURITY AND SAFETY PROCEDURES REQUIRED BY OWNER WHILE ON 7 03/16/10 C-302.6 RAIL CROSS SECTIONS (TRACKS 5, 6, & 7)
SITE.
14. THE CONTRACTOR SHALL BE AWARE OF BE AWARE OF OTHER PROJECTS ON THE SITE THAT ARE UNDER CONSTRUCTION. 7 03/16/10 C-302.7 RAIL CROSS SECTIONS. (TRACKS 5, 6, & 7)
THE CONTRACTOR SHALL COORDINATE A OTHER PROJECT CONSTRUCTION ACTIVITI COORDINATE ALL CONSTRUCTION ACTIVITIES SO AS NOT TO INTERRUPT ANY 7 03/16/10 C-302.8 RAIL CROSS SECTIONS (TRACKS 5, 6, & 7) ICTION ACTIVITIES. 7 03/16/10 C-302.9 RAIL CROSS SEC110NS (TRACKS 5, 6, & 7)
15. CONTRACTOR SHALL RESTORE ANY °STA 'ORE ANY °STAGING' AREAS TO THE ORIGINAL CONDITIONS TO THE SATISFACTION 7 03/16/10 C-302.10. RAIL CROSS SECTIONS (TRACKS 5, 6, & 7)
OF THE OWNER AND ENGINEER UPON CI NEER UPON COMPLE110N OF THE CONTRACT WORK.
7 03/16/10 C-302.11. RAIL CROSS SECTIONS (2nd SIDING)
16. ALL CONTRACTOR MATERIAL ORDERS FO AL ORDERS FOR DELIVERY TO THE WORK SITE SHALL BE COORDINATED WITH THE 7 03/16/10 C-302.12 RAIL CROSS SEC110NS (2nd SIDING)
OWNER.
17. ALL SUBCONTRACTORS AND SUPPLIERS JD SUPPLIERS SHALL MAINTAIN ON SITE MSDS (MATERIAL SAFETY DATA SHEETS) 7 03/16/10 C-302.13 RAIL CROSS SECTIONS (2nd SIDING)
FOR ALL MATERIALS USED IN THE PROJ IN THE PROJECT. 7 03/16/10 C-302.14 RAIL CROSS SECTIONS (2nd SIDING)
18. CONTRACTOR SHALL NOT USE ANY MAT USE ANY MATERIALS CONTAINING ASBESTOS OR OTHER HAZARDOUS MATERIALS. 7 03/16/10 C-302.15 RAIL CROSS SECTIONS (2nd SIDING)
3RIS OR MATERIAL TO THE PROJECT SITE SHALL BE EQUIPPED WITH TAILGATES 7 03/16/10 C-401 E,S,&PC DETAILS
~ 19. ALL TRUCKS HAULING DEBRIS OR MATEf a WHICH SHUT TIGHTLY AND DO NOT PERT I DO NOT PERMIT DEBRIS TO SPILL FROM THE TAILGATE AREA, UNDER NO 7 03/16/10 C-402 E,S,&PC DETAILS
N CIRCUMSTANCES SHALL TRUCKS BE PEfi ZUCKS BE PERMITTED TO BE LOADED GREATER THAN LEGAL LIMIT OR HIGHER
o THAN THE SIDEBOARDS. NO DEBRIS OF NO DEBRIS OR MATERIALS SHALL BE REMOVED FROM SITE WITHOUT THE OWNER'S 7 03/16/10 C-403 E,S,&PC DETAILS
PRIOR APPROVAL AND SHALL BE DISPO' TALL BE DISPOSED OF AT THE OWNER'S DIRECTION.
N M 7 03/16/10 C-403.1 E,S,&PC DETAILS 4~
0 20. CONTRACTOR SHALL NOT REMOVE ANY REMOVE ANY MATERIALS FROM SITE WITHOUT DIRECTION OF AND APPROVAL OF 7 03/16/10 C-404 CONSTRUCTION DETAILS SITE REPRESENTATIVE.
m THE' TRANSMONTAIGNE OR SITE REPRESI 7 03/16/10 C-405 CONSTRUCTION DETAILS
21. ENGINEER HAS NOT CONDUCTED ANY IN UCTED ANY INVESTIGATION AS TO THE PRESENCE OF ANY HAZARDOUS
MATERIALS, INCLUDING BUT NOT LIMITEC IT NOT LIMITED TO ASBESTOS, LEAD PAINT, P.C.P.S, ETC. WITHIN THE LIMITS OF 8 03/24/10 C-406 FOREBAY PLAN & DETAILS
THE WORK. THE ENGINEER WILL NOT E ER WILL NOT ACCEPT RESPONSIBILITY FOR THE IDENTIFICATION AND/OR REMOVAL 7 03/16/10 C-901 LINER PENETRATION PLAN
OF ANY HAZARDOUS MATERIALS OR FOI ERIALS OR FOR ANY EFFECT FROM IT'S PRESENCE. IF ANY SUCH MATERIALS ARE
~ CT CONTRACTOR ' N FOUND IN THE PROJE , IMMEDIATELY IN WRITING. CONTRACTOR SHALL N011FY THE OWNER OR OWNER'S REPRESENTATIVE 7 43/16/10 M-000 MECHANICAL LEGEND AND SYMBOLS
i 0 7 03/16/10 M-001 PIPING & INSTRUMENTATION DIAGRAM
°o 22. OPEN FLAME WELDING OR TORCH CUTTII TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND
Qe9 4@70', 9G gf~~psx SAFETY PRECAUTIONS AND HOT WORK f O+ ba ~ 4 , , D HOT WORK PERMIT HAVE BEEN TAKEN AND THE PROCEDURE APPROVED. 7 03/16/10 M-002 PIPING dC INSTRUMENTATION DIAGRAM
3 ~o o u , ~ar ~
~ ; "y 23. STOCKPILED MATERIAL SHOULD BE CON; OULD BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM 7 03/16/10 M-200 MECHANICAL AREA PLAN
o ~ o o WIND CONDITIONS IN EXCESS OF 10 KN( a E ~ moo ~~.,1i °~,~o :SS OF 10 KNOTS. 7 03/16/10 M-201 RAIL AREA PLAN AND SECTIONS
v, L."'°~~~ o m 24. PROJECT CLEANUP SHALL INCLUDE RES' INCLUDE RESTORATION OF ALL DAMAGED SURFACES AND ITEMS TO A "LJKE NEW' 7 03/16/10 M-202 PUMP PAD AREA PLAN AND SECTIONS
a 0 0 = m ~ . ~ ~ ~ CONDITION. o ~ a, ~ o r : 7 03/16/10 M-203. TRANSFER MANIFOLD
_ o "•a ®a
a i °a,, ~o~aa~ 25. CONTRACTOR SHALL PROVIDE ENGINEER /IDE ENGINEER WITH A SET OF CONTRACT DOCUMENTS UPDATED WITH AS-BUILT 7 03/16/10 M-301 METER SKID ASSEMBLY
CONDITIONS. IT IS THE CONTRACTOR S ONTRACTOR'S RESPONSIBILITY TO MAKE CORREC110N5 IF REQUIRED, AND
'o `'y~ SEMBLE THREE 3 SETS OF CLOSE-I AS 'S OF CLOSE-OUT DOCUMENTS FOR DISTRIBUTION. DISTRIBUTE TWO (2) SETS TO 7 .03/16/10 M-401 MECHANICAL DETAILS & SPECIFICATIONS ~(1) SET TO THE OWNER, THE CLOSE-OUT DOCUMENTS ARE REQUIRED PRIOR TO 7 03/16/10 M-501 PIPE SUPPORT DETAILS
o THE ENGINEER, AND ONE (1) SET TO TE o FINAL APPLICATION FOR PAYMENT. AYMENT.
W 7 03/16/10 S-200 PUMP AND EQUIPMENT PAD
r °r nnA°m A nTnn o° i e ° i nnn~nnr wom nnn~nnr wolrrrwl AInTICInATInAi rn All n1AlAI[DC AAIn D[CIf1[AITC n[ DDnD[DTI[C
G0. InG UUIN1RMUIUR JnMLL I"RUVIUL VVFNII I'FNU VIUG Y/RII IGIY 19V I If IUY111VIV IV r%" VYiIVI-I\.7 /11\L/ I\LdIUL.IV I.7 VI I Iwl L.Ie II L..7
M INDICATES SHEET INCLUDED IN THIS ISSUE ADJACENT TO A DEVELOPMENT OR OFF, MENT OR OFFSITE IMPROVEMENTS, 30 DAYS PRIOR TO THE COMMENCEMENT OF 7 03/16/10 FP-200 FIRE PROTECTION CONCEPT PLAN
o e ® ® ® WORK UNLESS OTHERWISE DIRECTED BY o REVISION NUMBER RIGHTS-OF-WAY NECESSITATES NOTICE DIRECTED BY THE CITY. CONSTRUCTION WITHIN EASEMENTS OR ON PUBLIC TATES NOTICE WHETHER ADJACENT TO OR LOCATED ON THE ADJOINING 7 03/16/10 FP-201 FIRE PROTECTION FLOW DIAGRAM
N PROPERTY. FAILURE TO PROVIDE THE M' ROVIDE THE MINIMUM NOTIFICATION TIME WILL RESULT IN SUSPENSION OF WORK. 7 03/16/10 FP-401 FIRE PROTECTION DETAILS
® LATEST ISSUE
PROYETT NU Himl I LY UU4j DRAWING FILE: G-000-1129-0043.dwg

0' VEGETATIVE Bt EGETATIVE BUFFER (nP) 50' NO BUILD UPON BUFFER (TYP)
' ISTURBED BUFFER NON-ENCROACHMENT AREA 2 30 UND (BOTH SIDES)
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HIC SCALE ~ , I GRAP ~ . ~ . so 0 15 ~ I I ~ ~ g
ET I L I IN FE ) I i
1 inch = 90 tt. BANK I I TOP OF ~ -e
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c, REVISIONS z . Evlslolus LATE I L
o ~ E'~~~i i -.;3
E r-~z: CRIPTION REVISION DES ;IPTION DATE DWN cHK 2600 OAK ST, SELA, C 27576
01/19/10 AMH THE
0 0 ISSUED FOR PERMIT D2/19/1a AMH TJD OLITION PLAN
NTS 0 3 NCDNR COMM GRAPHIC SCALE
x 50 0 15 ~ 'b W 8 WATER QUALITY COMMENT 03/24/10 THE THE This document and the information herein relating to TransMontaigne is the property of TransMontaigne and has been ®1 1 .G
.o ® ~ ~ I~ ~ ~ IN FEET) .,eeoar,eeaBa furnished in confidence for the private use of TransMontaigne and
1 inch = 90 tt„ nee ~ ° , ~a,a its subsidiaries and affiliates. No part hereof shall be copied,
6 a C c ~ v rr ;SJ., ~ ~ o duplicated, distributed, disclosed or made available to others ar ENGINEER: TJD ' ,
q m~~; ~ oo ® , ilt o o o ~ m used to any extent whatsoever except as expressly authorized in DRAWN BY: AMH AFE NO.: AFE NUMBER
n o o m writing by TransMontaigne. Any person, firm, or corporation. PATE: 01/19/10
4 ~ ,~L 0 ~ E 0 receiving this document, however obtainea, snai D vir Luc u era ' APPROVED BY: RBW
o be deemed to have agreed to the foregoing restrictions and that SCALE: 1 =30
k,. V 'o.py o this document will be held in trust and confidence, subject only DRIVE: R:1 DIRECTORY: 1129-0043 TM ETHANOL RAIL EXPANSION - SELMA
ER® CT NUM ER 11290443 6 ~ N rr. to the private use expressly authorized by TransMontaigne DRAWING FILE: c-101-1129-0043.dwg REVISION NO. 8

® ~ _ 20'ZONE2-R ® _ 30 ZONE 1 RIPARIAN BUFFER 20 ZONE 2 F ZONE 2 -RIPARIAN BUFFER
" ~ ~ i / ` ¦
~ ~ I
_ ~ LIMITS OF CLEARING, / f ~ 1 / ~ 1. SEE EROSION CONTROL NOTES ON SHEET C-201.1 FOR INFORMATION PERTAINING
SEDIMENT FENCE TYP ~ ~ GRUBBING, & GRADING i l E ~ I1 ~ 1 , ~ ~ CREEK I ~ I / ~ TO THIS SHEET. ~ ~ ";;i /
~ A ~ ~ TREE PROTECTION I 's>` ~ : ~ ~ ~ I ! r,, ~ I: f i ~
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- - - SYMBOL DESCRIPTION PRACTICE DETAIL SYMBOL
_ _ - - - - - =~`~J ~ TEMP~ARY SEEDING 1/C-401 T
I ~ ~ ~ j C MARLBORO-CECIL COMPLEX, 2 TO 8% SLOPES
_ ~ ' PERMANENT SEEDING ~
~ NORFOLK LOAMY SAND, 0 TO 2°k SLOPES 2/C-401
!~~~~'-V"~'~-Y'-1/"`~ ~ -150-- - - - - - - - - - - - _ _ _ _
' _ _ ~1_' _ _ ~ - - _ _ _ ~t WEHADKEE LOAM, O TO 2% SLOPES MULCHING 4/C-401 ILA
_ --f ` - / WAGRAM LOAMY SAND, 0 TO 6% SLOPE TEMPORARY GRAVEL
1 -140 1 _ ( CONSTRUCTION 5/C-401
WEDOWEE SANDY LOAM 8 T015% SLOPES ENTRANCE TEMPORARY BLOCK AND ¦ ¦ • ¦
GRAVEL DROP INLET 2/C-403
PROTECTION •
SEDIMENT FENCE 1 /C-402
CYOiV~B~ ¦ 11. 1 - L ¦
GRAPHIC SCALE RIP-RAP OUTLET 2/C-404 RR
30 0 15 30 PROTECTION
(IN FEET 1 inch = 30 ft. ROCK INLET PROTECTION 4/C-402
~ ~ ~ 1
o ~~t5' DUST CONTROL. 3/C-402. ®(i
~ ~ ~ 7 r-~~''~ LIMITS OF CLEARING, ~ ~ T SEDIMENT FENCE TYP ~ GRUBBING & GRADING I HARDWARE CLOTH & ^ 1~ GRAVEL PROTECTION 3/C-403
~ ~ B s ~ TREE PROTECTION , ~ ~
_ ~ FENCE (TYP) ~ ~ ~ TREE PROTECTION 1/C-4D3 l Q
. .
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154 ~ _ - - _ - ..r _ _ _ _ . _ _ _ _ _ - h 6 _ _

~l~'~ ~ T I G OF CONSTR ANTICIPA ED BEGINN N UCTION: 5/1/10
W. _ _ ANTICIPATED END OF CONSTRUCTION: 9/1/10

C T UI IT LE
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~Y ~ Y Y V V V V ~j ~J ~ Y Y Y 4' Y V V ( 7 - INSTALLATION OF SEDIMENT FENCE
CLEARING AND DEMOLITION
PRELIMINARY GRADING AND UTILITIES
FINE GRADING
FINAL SEEDING
REMOVAL OF BMP~S
7 TEMPORARY STABILIZATION
WLI/Ie6 ¦ 11® 1
SCALE.1 ~30 20° ZONE 2 -RIPARIAN BUFFER
30' ZONE 1- RIPARIAN BUFFER
GRAPHIC SCALE ~ o ~s ~0 20 ZONE 2 -RIPARIAN BUFFER
I ' I I ' I ° ' ~
IId FEET I I ~ ) I I I j I
1 inch = 30 ft I $ I
I ~
TR PR T TIO TOP OF BANK
1 < ~ _ FENCE TYP I I , k ~ ( ) ~ _ I 1 ~ _ x
I ~ , r _ . ti" ~ \ 1
~ _ , " _ ~ CREEK ~ ~ ~ CHECK DAM (TYP) - r r I ( 4 ,L _ 138 140 ~ ~ .
or ~
~ ~ ~ -142 - ) 134, ! 1
~ ~ ~ 40 ~ ~ / ~ e 1..L ~ ~ ~ ~ ~ 136 ~ " .13$ ~ n
/ \ LIMITS OF CLEARING, ~ ; / , I , 136 I, r .
~ GRUBBING, 8c GRADING ~ 13S - 136 ` ~ ~ ~ ~ ~ \ ~ ® ,
~ ® ~ _ ~ I ~ ~ z / . i ~ a ~ / 134 j % ti ` ~ _ ~ ~_---140, . ~ -
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C ALL 0 ITHI IL I m Alf T co 1,~ ¦ 11® 1 o REVISION DESCRIPTION ~~-ION DATE DWN CHK 2600 OAK ST, SELMA, NC 27576
I PAS II PER 1
0 ISSUED FOR PERMIT w GRAPHIC SCALE 01 /19/10 BAC THE
- ao o is so 3 NCDNR COMMENTS 02/19/10 AMH TJD ,S,PC PLAN
3 ~ - ,oBa'oBOe, 5 WATER QUALITY COMMENTS 03/09/10 AMH TJD This document and the information herein relating to
o (Ild FEET) @~~ ~ ~ ear / ® ® ~ 1 ~ 0 1 inch = 30 ft. °9 s ; ~ e" TransMontaigne is the property of TransMontaigne and has been
9®('+~~~~ V 3"q;9a BF ~ O®~4t~~~° B F' ~9 D D D E~ Aa6A w ®~fj,~~~~.~ s{3;~ D~ gy 8 WATER QUALITY COMMENTS 03/23/10 THE THE furnished in confidence for the private use of TransMontaigne and
Q~ D n e t• ~ B its subsidiaries and affiliates. No part hereof shall be copied,
m 0 Q d 8 m duplicated, distributed, disclosed or made available to others or used to any extent whatsoever except as expressly authorized in DRAWN BY: BAG ENGINEER: NDJ
a. a$r fl .._T n
ved e. O a o o . ,q writing by TransMontaigne. Any person, firm, or corporation DATE: 01113110 AFE NO.: AFE NUMBER
tti 0 F C 9 receiving this document, however obtained, shall by virtue thereof,
N c. be deemed to have agreed to the foregoing restrictions and that SCALE: 1"=30' APPROVED BY: RBW
PROJECT NUMBER 1129.0043 this document will be held in trust and confidence, subject only DRIVEN R:1 DIRECTORY: 1129-0043 TM ETHANOL RAIL EXPANSION - SELMA
s, to the private use expressly authorized by TransMontaigne. DRAWING FILE: C-201-1129-0043.dwg REVISION NO. 7

30' UNDISTURBED BUFFER NON-ENCROACHMENT AREA 20' VEGETATIVE B JEGETATIVE BUFFER (TYP)
® ® IDES (BOTH S ) /7f~/Y,1~sr.¢ fr itY ~ 50' NO BUILD UPON BUFFER (TYP) ~ r ~ a
~ ~ ~ CREEK
1 ~ ' ~ 1. SEE GRADING AND DRAINAGE NOTES ON SHEET C-202.1 FOR INFORMATION /
/r LIM~fS OF CLEARING, a _ ~ IN R l L C~04 ~ ~ ~ / ~ PERTAINING TO THIS SHEET.
,-~RUBB G, 8c G ADING 113g5s 1 I ~ ~ ~ 1 / 1
1 it l 1
e
146 i ~ i ~ . ~ _ TOP OF BANK ~ / ! _ P OF BANK _ r _
- . j.~, 146 ~ . , ~ / ~
/ t - ~ i ~ 152---=- ~ 148 + 2nd SIDING 1 _ . 52__~-- - 0 .09
® ®.~._r r- a ~ _ _ - - -
_ - `UNNAMED TRIBUTARY 1 (UT1)
SIDING ~ _ _ ~ ~ / UNNAMED
MAIN LINE
-148 ~ e- - ExisnrUc >QE©~~rr~~~N 2042 SF ZONE 2 IMPACT ~ -
` _ _ 2336 SI cROSSirrc v ~ - 2336 SF ZONE 1 IMPACT
_ _ ,......140 ~ NfF X38.41 - - /

L~
c•so~oz
GRAPHIC SCALE
30 0 15 30
(IN FEET 1 inch = 30 ft~
~ ~ 1 ~
~ 1-158 - ----rya-----~,
o yr- \
~ \ / / ~ ~
® t LIMIT~,pF CLEARING, ~
GRUBBING; & GRADING I ~ ~
~ ~ 156 r P
r..
-152_____ 2._ _ - _ ® - 154_ -
2nd SIDING _
154 ~ _ - - 1 S~~86 _ _ - 156 - - -
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. - - N - _ - . - -
SIDING -

MAIN LINE ~ ~ _
V e~~~ V V V ~ V 7 V V Y V V
L 0 0 1 T•• Y T E
C•202.2 e'® s 30' UNDISTURBED BUFFER . - uFFER F 1 11( SPA T I)
NON-ENCROACHMENT AREA AREA 20° VEGETATIVE BUFFER (TYP}
GRAPHIC SCALE BOTH sloEs ( ) 30 0 15 30 SIDES} 50' NO BUILD UPON BUFFER (TYP) Q
IN FEET UNNAMED TRIBUTARY 2 (UT2) (
1 inch = 30 ft. ~ I ~ j~ I ICI I ( I ~
ii I ~
I CREEK ~ I', I I c.~os
/ - -
- ~ ° f~- - << ~ .x __~-'vim` _ _ - _ ~ - 136 140
,I ~
TOP OF BANK ~ 135®
-'ti~ITS OF CLEARING, / ,
GRUBBING, & GRADING ~ r o \ t.. ~-142---~_ / /
~ 40 ® ~ ~ ~ / I I 134 ~ ~ i ~ 1
/ ~ ~ 136 !i ! ! 6 • i ~ • i ~ 138
~ ~ ~ ® 138 36 i!i , ` 0 k
~ / l . ~ i i
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~ ~ ~ ~ _ 136 1
i ~ _ -
. \ ~ _ _ _ _ TRACK #1 ~ y
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1 Op ~ o ~ `r ~ ~ v. ~ SIDING
o+ao _ - - -
- - ".,°v'.V...,V'..`~/,.~'~'" _ _ _ _ _ MAIN LINE... L
~ ~ ~ MAIN LINE
0 0 1 c ~
3047 SF ZONE 2 IMPACT N 2370 SF ZONE 1 IMPACT
r r
N 0
N I 6 ~
lNV 12~
3 42" Ot,~ 42V OtP r~ ~l".J~~ ~ ~
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E X11; r REVISIONS ,ioNS L I L
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o . 1 ®3 ';t REVISI®N DESCRIPTION DN DATE D1NN cHK OAK ST, ELMA, C 27576
c ~ '
a GRAPHIC SCALE o ISSUED FOR PERMIT W 30 0 15 30 ~ 01 /19/10 AMH THE
~ ' 3 NCDNR COMMENTS 02/19/10 AMH TJD iN 8t ®AiNAGE KLAN
~ IN FEET ~ ( 03/09/10 AMH TJD This document and the information herein relating to
0 1 inch = 30 it. 5 WATER QUALITY COMMENTS ~ g0098B000kp9g8B ~ ~ I~ pBO~ A~ ~ F y ~b0 TransMontaigne is the property of TronsMontaigne and has been
.C o00 .a,~~0 f.°:,B9G w 0oe ; ,a ~ n ~0 6 WATER QUALITY COMMENTS 03/15/10 AMH TJD furnished in confidence for the private use of TransMontaigne and
its subsidiaries and affiliates, No part hereof shall be copied,
~Y D e ei z ~ ~ ~ • • ~ ~ WATER UALITY COMMENTS 0 8 Q w o m M 03/23/10 THE THE duplicated, distributed, disclosed or made available to others or used to any extent whatsoever except as expressly authorized in DRAWN BY: AMH ENGINEER: TJD
0 0 ~J r m O y m 9 i O a YT o - ae o m ~.P O p v` ski is cy o writing by TransMontaigne. Any person, firm, or corporation DATE: 01/19/10 AFE NO.: AFE NUMBER
p h O FE receiving this document, however obtained, shall by virtue thereof,
04 e~ . PROJECT NUMBER 1129°0043 be deemed to have agreed to the foregoing restrictions and that SCALE: 1"=30' APPROVED BY: RBW
tad ,eee this document will be held in trust and confidence, subject only DRIVE: R:1 DIRECTORY: 1129-0043 TM ETHANOL RAIL EXPANSION - SELMA
7~ to the private use expressly authorized by TransMontaigne. DRAWING FILE: C-202-1129-0043.dwg REVISION NO. 7

I o I I I 20 VEGETATIVE BUFFE (TYP)
I I 30' UNDISTURBED BUFFER I ~I o!I
I - OACHMENT AREA ~ ' ~ I NON ENCf~ ( 50 NO BUILD UPON BUFFER (T J BUFFER (TYP) ~ I ~
NOTE: SWALE, FOREBAY ~ I BOTH SIDES I i I { ) ~I ~I
AND DISTURE3ED ALOPES I RING GRUBBING & I I ARE TO BE GRASSED PER LIMITS OF CLEA ( INV: 134.00
GRADING I I DETAIL 2/C-401 I r~ l vv: 134.00 ®j N j 5 EL A I/
i d I o I o I coos C ALL
I l-_I I I I ~ STREAM ( rv I N
I
I i TOP OF BANK ~ ----I-- ~ - - --5--
I ~ I I
( ` - I I I I INV: 134.02 t I
/ I ~ ~ ~ I ~ I i \ REBAY BASIN 2 W I I
FOREBAY B IN 1 1~ I i I I ~,o Z
/ r~ ~ ~ ( \ i t i ~ ~ I l ~ I FOREBAY
\ I 1 / ~ ! 134 ~ ' I
ELEV: 137.00 ELEV: 136.50 I I - w ~
~ 6 ® ~ I / ~ ~ 136 o° 13~''~ (
136 / I ® ~ v f I ~ I/ 1 FLDw
138 36 / ® /I / i ELEV: 136.50 0®1~
/ / / / i I / I
1 I - ~ ! 134 ~
_ _ I i I I 4 FL Y
, _ _ 136. r / 1 _ _ - _ I I coos
1 - ____a k _-a~--- r-
_ #57 STONE ON FABRIC
_ _ _ FL9N ~Y ~ Y ~ - L9N SY _ _ PLAN
~ - iTRU
- - _ - - c•4os T i - coos TRU ~
_ TOP: 135.52 _ _ _ _ _ _ ~ r,~\ TOP: 134.83 ~ )P: 135.52 ~ FOREBAY
INV IN: 134.20 (5.5 ORIFICE) INV IN: 135.25 V IN: 135.25 (3.25°' ORIFICE) STONE ON ~ABRSC V OUT: 134.69 I
- INV OUT: 134.20 INV OUT: 134.E - ~1 ~ i ~ FLOW BYPASS STRUCTURE: FLOW
2°x2' (W/ 5" MIN WALL
® ® ® ® o ® ® - r ~r : ~ ~ ~ ~ ~ ~ ~ THICKNESS) CONCRETE I
CHANNEL STRUCTURE (OPEN TOP) TOP ELEV: 136.02 (BASIN ~2) (
HIC SCALE CRAP 20 0 90 24 RIPARIAN BUFFER ( 5 ` EA LI /
6 11 ~ ° (IN FEET) ~ \ .1 i inch = zD / \\\\j~\ ~ I ALL
~
\~/j\ a ~ • ° ' ~ e° d SECTION A-A
14 144 144 ~ 144 144 ~ 144 4 i : ~ j ~ c° ~ ~ • ~ a RIP-RAP BERM
I -~'~~~-~I i ~ ~ ~ I i ? ! BERM CHANNEL TO TOP IANNEL TO TOP OF m, "
140 ~ 140 14O _ ~ _ _ 140 140 , ----fi------~; I - i - FLOW BYPASS STRUCTI, i IYPASS STRUCTURE 6 HDPE T L
--~r--- - j - j w ` / ~ ~ . -INV OUT: 134.69 (BASIN ~2) c" ~
_ r~_..~_______ 1 g _ ~ ' ~ ; - _ . 136 136 - ~ r- ~ 36 13 _ 136 _-_-'r-. _ _ ~ _ _ _ r._ :-----i- i :
i _g__ - _..._~-------I------_ ~._m.___ - ~ i I i I~ I
i ' _L.-_.J.._~___i -M___.._ _ 132 132 ~ 132 3°x3°x6° SLAB W/ 3000 PSI 132 132 _ ' _ ' 132 CONCRETE BASE B W/ 3000 PSI v~ • . • ANCRETE BASE N"~ R FlOF SWALE LOCATED AT
INV: 135.25 (BASIN #2)
_ - 10 0+00 0+60 0+80 -0+10 0+00 4 0+60 0+80 0+10 0+00 0+60 0+80 0+ ® ® UNDISTURBED EARTH T ¦ "sTURBED EARTH SECTION 6" MIN. AGGREGATE BASE
: ~ 144 144 144 144 ~ ~ ~ , 144 144 I
I _ c ~ ~ FLOW BYPASS STRUCTURE:
I 4 ~ ~ ~ ~ ' ' 140 140 ~~.,_`_v, 140 140 I~_.____-;--_____.~..___ _ _i_ 140 140 ~ I-- ~ ~ ~ _ ~ ~ - 2'x2' (W/ 5" MIN WALL
- "'r" X57 STO - --~a~~,, . _ ~ .~~s _ _ _ _ . _ . I X57 STONE (3" LAYER MIN) THICKNESS} CONCRETE
, 136 136 ~ =r- _ _ ~W ~ ~ _ ! _ - _ _ ~ ! _ . ~ _ 136 136 136 3 MI 136 ~,-_._.M_._ 3' MIN ~ STRUCTURE {OPEN TOP) CHANNEL TOP ELEV: 135.16 (BASIN #1)
I ~ ! ~ ~ I
~ i i i ~ , { I I I I ' 32 _.~_._~I..~..____~_._.__Lw i__._.__,.___ 132 132 132 132 ~ ~ 1 TOP OF WALL ELEV:
132 TOP OF 4 BASIN 1:
BASIN 2: BASIN 2: 135.75 ® ® _ ~
- - +80 -0+10 0+00 0+60 0+80 -o+to o+oo o+6a o+8a o+10 0+00 0+60 0
c~~
SCALE GRAPHIC SCALE GRAPHIC 20 0 90 20 90 0 5 10 / / ® a < RIP-RAP BERM
r \~\j-\~~~~~\ a • . BERM CHANNEL TO TOP OF a; a 6" HDPE
° a° IN FEET IAi FEET C. ® ¦ ~ ~ ~ - S ¦ 1 i 1 ~ i inch = 20 ft. 1 inch - 10 ft x ~ FLOW BYPASS STRUCTURE -INV OUT: 134,20 (BASIN ~1)
Q
FABRIC 'ABRIC ~
#4 ~ #4 ~ 12'° H' ~5 ®12" VERT. ~ •t • ' ~ ` 3°x3'x6" SLAB W/ 3000 PSI • ~ • ~ ~ ` ~ ~ , ~ • ~ ~
CONCRETE BASE 6" ORIFICE TO BE LOCATED
BASIN 1 BASIN 2 ° • ~ AT INVERT OF SWALE INV: 134.20. (BASIN ~1)
A=16.33 AC A=5.79 AC ~ . .BOTTOM OF WALL ELEV: w SECTION 6" MIN. AGGREGATE BASE
I = 5.48 IN/HR (10-YR STORM) I = 5.48 IN/HR (10-YR STORM) - - , ~ F C WEIGHTED C WEIGHTED " a BASIN #1: 134.00 ~y UNDISTURBED EARTH #4 ®12 : ' ~ ~5. BASIN #2: 134.02
;,m ~ ` ~ ~ TAINED FROM NC CURVE NUMBERS OBTAINED FROM NC CURVE NUMBERS OB
~ ~ , a r ~ TROL MANUAL APPENDIX 8.03 EROSION CONTROL MANUAL APPENDIX 8.03 tt44 a : ' EROSION CON I I
1~ r ~ Ake * * a ~r5 . ~2Y° C WOODLANDS) _ .15 (13.35 AC) C(WOODLANDS) _ .15 (0.99 AC) (
~ , C GRASS, SANDY SOIL, FLAT= .10 (2.98 AC) C(GRASS, SANDY SOIL, FLAT)- .10 (1.26 AC) , o ~ (
- C RAILYARD = .30* 3.54 AC ' ~ r ~ . C(WEIGHTED) - .14 ( ) ( ) ~ ° ~ ~ ~ #5 ®12" ~ 6° NAPE
N ~ C VALUE TAKEN FROM AVERAGE OF MAX C WEIGHTED - 23 / /
M u{ _ ° ® 0.25 AND MIN (0.05 VALUES LISTED *C VALUE TAKEN FROM AVERAGE OF MAX ~ ~ ~ ~ , O D' BERM TO COVER WIDTH OF FLOW
, ` AND MIN VALUES LISTED ~ ' . ! a ~ P • . • .p a ° • p BYPASS STRU TORE .4 U
~ ~ - Q -CIA - 12.52 CFS (10-YR STORM) o rs~ = IA = 2.29 CFS 1 IN HR INTENSITY Q =CIA = 7.30 CFS (10-YR STORM) r ~ ~ • . a '
~ Q C { / ) m ~ . a, l ~ ~ , ' ~I Q =CIA = 1.33 CFS (1 IN/HR INTENSITY) ~ • °
~ ~ ~ LEVEL SPREADER = 13 1 CFS THICK /
w. o ~ h r: ~ _ LEVEL SPREADER = 13 1 CFS THICK ~ l ~ C` ~ ~ , GROUND COVER 29.77 / ( /
O r ~ Y ~ ~ ) , I I ' - ~ ~ ' USE MIN. 30 LF LEVEL SPREADER GROUND COVER) = 17.29
N ( USE MIN. 30 LF LEVEL SPREADER I i
5.. 8" 2,_2" ~ PLAN
•t a~ ~ ~ ~ AAA" ~7 3~ ~ 6
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. . i ~ ~ ~ ~ s:., - REVISIONS E ~ VISIONS IL
P 1 m ~ ~ ~ N
~ `pp~, ~ ~ ~ ,I-, ~ ,I REVISION DESCRIPTIQ rloN DATE DWN cHI~ 2600 OAK T, ELA, C 27576
- ~.LL~
o a; I II, II ~ ~ r; 1 5 WATER QUALITY COMMENTS a ~ ~ . x ! 03/09/10 AMH TJD -
w 6 WATER QUALITY COMMENTS _ ~ ~ y a 03/15/10 AMH TJD ERE Y PLAN DETAILS
~ ~ ~ ,.~,x ~ ~ WATER UALITY COMMENTS 03/24/10 THE THE This document and the information herein relating to
h ® e e 8 Q p ~ , ~ i" as assaoa,y~ TransMontaigne is the property of TransMontaigne and has been
'N~"'Nr"a' i 0 C~ D _~~~~J°°°r...v... on o - furnished in confidence for the private use of TransMontaigne and
~ / W i}d`P~. ~ i 1jA.A &'!',Sb 6., iY ~ ~~"IS "~^WL''#I~dM L ~1.,;..-aAy~'v> ::Y i. S: iA~`~AS" r e 00 e. ~c ~,J eJ~~~©p Opd Y. ~ry its subsidiaries and offiliates. No part hereof shall be copied, duplicated, distributed, disclosed or made available to others or
o o a eme - cf r. p. © 0 used to any extent whatsoever except as expressly authorized in DRAWN BY: AMH ENGINEER: JAB
n r n 1 0
`A o &I : e e writing by ironsmontaigne. Any person, rirm, or corporation DATE: 03109110 AFE NO.: AFE NUMBER
receiving this document, however obtained, shall by virtue thereof,
01 S o cli es ~ ^iy Boa be deemed to have agreed to the foregoing restrictions and that SCALE: 111=30' APPROVED BY: RBW
PROJECT NUMER 11290043 ae fP~B '4Ap this document will be held in trust and confidence, subject only DRIVE: R:t DIRECTORY: 1129-0043 TM ETHANOL RAIL EXPANSION - SELMA to the private use expressly authorized by TransMontaigne.
>Y :.77!,44 DRAWING FILE: C-406-1129-0043.dwg REVISION NO. 7
p