20100095 Ver 1_401 Application_20100310

Ms. Gilleski,
Upon completion please e-mail a copy to Todd Eldridge at TE1 dridgeLagrime-eng.com.
Thank you very much,
Terry Murray
Terminal Manager TransMontaigne
[e-mail]
Selma, N.C. 27576
919-965-9442

TRANSMITTAL !? ?o -oog5 PRIME
ENGINEERING
To: Ms. Lia Gilleski Date: March 16, 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
1 DDate
3/16/10 Description
Express Review Fee Check in the amount of $2,000
5 3/16/10 PCN Application w/ Agent Authorization form; USGS Map; Soils Map
2 S1Sets ';7 % 3/16/10 Construction Documents
1 3/16/10 Completed PCN Checklist
3 3/16/10 Diffuse Flow Provisions (Level Spreader Supplemental Form w/ Calculations, O&M
-A reements (copies), Photos of area, Warranty Deed)
3 3/16/10 Level Spreader Required Items Checklist
1 3/16/10 CD with full size plans in PDF format

MAR 1 7 7010

PA tip WETLANDS AND STORMWAM BRANCH

These are Transmitted:
? For Your Information
® For Review and Comment
? At Your Request
Remarks:
Lia,
? For Approval ? Return corrected copies
? Make Corrections as Noted ? Submit copies for approval
? Revise and Resubmit ? Resubmit copies for distribution
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)
1888 Emery Street, NW ¦ Suite 300 Atlanta, GA :30318
main: 404-425-71.00 ¦ 6.x:404-425-7101 ti?-???.pritlle-en .corn
2

TRANSMITTAL ?' U PRIME
ENGINEERING
.. a
To: Ms. Lia Gilleski Date: March 16, 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:
Quaniity DDate
3/16/10 - Description
-.Express-Review Fee-Cheerk4nt e- -HfA-A
.......5... ___. . ..3/16110
PCN Application.-w/-Agent Authorization-form-, USGS- 4ap; Setls?
frSets tom" 3/16/10 Construction Documents
Completed PCN Checklist---
_3_ 3/16/10 Diffuse Flow Provisions (Level Spreader Supplemental Form.wL_CaleulataQns,.4&M-
Agreements (copies), Photos of area, Warranty Deed)
3 3/16/10 Level Spreader Required Items Checklist-
1 - 3/16/10 CD with full size plans in PDF format

MR-MTERWAUff
WETLANDS AND STORMHATER BRANCH

These are Transmitted:
? For Your information
E 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)
1888 Emery Street, 2iIW ¦ Suite 300 ¦ Atlanta, OA 30318
niain.:404-425-71.00 ¦ fax: 404-42>-7101. wvvw.prime-eng.com
f ?
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
[]' The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter) $ ADD
Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
? Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow pr visions, (refer to
http://h2o.enr.state.nc.us/su/bmp_forms.htm). 411,7
? DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
The most recent version of the 1:24,000 USGS Topographic Mao - Please cleanly draw or
delineate the site boundaries on the topographic map. -4X1
92'- The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
Q4.4,d

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
[Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers. - on C."', 5t..4 -? D'-"-? sd- G-00 f
RThe Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed. 6' -a() ??-ap?i. ,to3. ?2
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations y .Z
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
[9-Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
[ Proposed conditions - This sheet (or sheets) must include: & e- 2o2. / C-202. z
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form. - C- qua. Z
[a'Drainage Plans - Final drainage plans must include the following: C -201, C-3ai.,?
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist) 166 B '-Proposed Impacts -All impacts to jurisOctionaI and non-Jurisdictional wetland, stream,

water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts: IU1A
? Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
? Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
? For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
0
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
? Multiple culverts or sectioned box culverts typically require the use of sills, off-
110 setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
? Impacts associated with dam construction must indicate and enumerate all fill
A )q associated with the dam footprint, spillway and any bank stream bank
?/ stabilization. The length of stream impounded must also be indicated and
enumerated.

it) - DnR5
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
El Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

® Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No
2. Project Information
2a. Name of project: TransMontaigne Selma Terminal Expansion
2b. County: Johnston ?C
2c. Nearest municipality / town: Selma
2d. Subdivision name: N/A MAR 1 201
2e. NCDOT only, T.I.P. or state
project no: D?_WA.ER?{Ty
WEnAkDSANO
3. Owner Information
3a. Name(s) on Recorded Deed: TransMontaigne Product Services
3b. Deed Book and Page No. Deed Book 3505, Page 342-350
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 2600 West Oak Dr. N.C. Highway 1929
3e. City, state, zip: Selma, NC
3f. Telephone no.: [phone]
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ® Other, specify: Railroad- Norfolk Southern Corporation
4b. Name: Shawn Mongold Jim Bowman
4c. Business name
(if applicable): TransMontaigne Product Services Norfolk Southern Corporation
4d. Street address: 200 Mansell Court East, Suite 600 1500 Carson Street
4e. City, state, zip: Roswell, GA 30076 Raleigh, NC 27608
4f. Telephone no.: [phone] [phone]
4g. Fax no.: [phone]
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Thomas DeGrace, P.E.
5b. Business name
(if applicable): Prime Engineering, Inc
5c. Street address: 1888 Emery Street
5d. City, state, zip: Atlanta, GA 30318
5e. Telephone no.: [phone]
5f. Fax no.: 404) 425-7101
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 14054046A, 14054046, 14054033
Latitude: 35.550222 Longitude: -
1 b. Site coordinates (in decimal degrees): 78.309453
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 10.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Unnamed tributary of Neuse River
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV; NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing land use is a petroleum loading facility with accessory rail.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+\- 1500 I.f.
3d. Explain the purpose of the proposed project:
Expansion of existing ethanol loading facility.
3e. Describe the overall project in detail, including the type of equipment to be used:
Addition of a railspur for the ethanol unloading facility expansion. The proposed rail spur will necessitate the
reconstruction of existing ditches and a headwall at an existing stream crossing/culvert. Grading equipment and manual
labor will be used for the proposed construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes ? No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ? No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
Phase I will include all work outside of the railroad right-of-way (all work on interior of property). Phase II will include the
rail spur additions in the railroad right-of-way.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes
? No ? Corps
? DWQ
W4 ? P ? T ? Yes
? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)

S1 ? P ®T Culvert -
replacement of UT1 to Neuse ® PER ? Corps
2
5
existing headwall River ?INT ®DWQ

S2 ? P ® T Culvert -
replacement of UT2 to Neuse ® PER ? Corps
2
5
existing headwall River ?INT ®DWQ
S3 ? P R T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments: Temporary impact to replace existing culvert headwall
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
131 ®P ? T Grading UT1 to Neuse River ® Nos 1940 2037
B2 ®P ? T Grading UT2 to Neuse River ® Nos 2239 3078
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 4179 5115
6i. Comments: Grading within Buffer to install proposed headwall and move existing swale.
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Minimize grading in buffer areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimal construction activities within buffer. Only for installation of headwall and bypass swales for level spreaders.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this

project? ? Mitigation bank

El Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ? No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
® Yes ? No
Comments: Adding 2 level spreaders; see Sheet C-406 attached
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 31 %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Not subject to 404 or NWP.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Selma, NC
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Proposed project does not have any proposed sanitary sewer additions.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ? No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ? No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ? No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ? No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ? No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
....M
14"0*
*Ac
Applicant/Agent's Printed Name Applican Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 11 of 11
PCN Form - Version 1.3 December 1 C, 2008 Version
SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN N0. PARCEL ID:
STREET ADDRESS: Zyd 2 &L S

Please print; YC?Y15
PropertyOwner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
r
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I4,0mas 4 6rrace ? of ti th[!?I
(Contractor / Agent) (Name of con t Iting firm
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
We hereby certify the above information submitted in this application Is true and accurate to the
best of our knowledge.
1 -?47 ?7
Authors Si ature
°? "
Date:
Authorized Signature
Date: -
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III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
I itlals Sheet No.
'?c, lu/n./ 1. Plans (1" 50' or larger) of the entire site showing:
-142.1- - Design at ultimate build-out,
Off-site drainage (if applicable),
C-u?W Delineated drainage basins (include Rational C coefficient per basin),
C UN; Forebay (if applicable),
(",woo High flow bypass system,
,44 - Maintenance access,
Q4 - Proposed drainage easement and public right of way (ROW), and
!y4 - Boundaries of drainage easement.
v
?a+ 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build-out.
"y 3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
CA: @[,! a?§
14.48 j ? 2010
KErAT$AND STOR BRANCH

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A,c: cd 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
/ drainage area is stabilized.
/(??p ?,- 6. The supporting calculations.
/ )/,
'LLFu7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
7 J. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1
OF '? A rf9
r+wMsk
NCDENR .-Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
I. PROJECT INFORMATION
Project name TransMontaigne Selma Terminal Expansion
Contact name Alex Brock
Phone number 404425-7100
Date March 8, 2010
Drainage area number
Basin 1
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 711,519.00 ftz
Impervious surface area 0.00 ftz
Percent impervious 0.00 %
Rational C coefficient 0.14
Peak flow from the 1 in/hr storm 2.29 cfs
Time of concentration 24.28 min
Rainfall intensity, l0-yr storm 5,48 in/hr
Peak flow from the 10-yr storm 12.53 cfs
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or ; iparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass ft
Width of dense ground cover 53.00 ft
Width of wooded vegetation ft
Total width 53.00 ft
Elevation at downslope base of level lip 135.00 fmsl
Elevation at top of bank of the receiving water 132.00 fmsl
Slope (from level lip to to top of bank) 5.66 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area 1,277.00 sq ft OK
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 2.29 cfs
Is a bypass device provided? Y (Y or N) OK

Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
30.00 ft Level spreader length OK.
N (Y or N)
(Y or N)
(Y or N)
2.00 ft
4.00 ft
13.00 ft
1.00 ft
2.01 Vs cfs
Grass
• w
? N
- \
M
1 B 1
i t
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and It. Design Summary, page 2 of 2

TR55 Tc Worksheet
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D@2010 by Autodesk, Inc. v9.25
Hyd. No. 1
Description A
Sheet Flow
Manning's n-value = 0.011
Flow length (ft) = 25.0
Two-year 24-hr precip. (in) = 2.08
Land slope (%) = 1.00
Travel Time (min) = 0.65
Shallow Concentrated Flow
Flow length (ft) = 474.00
Watercourse slope (%) = 2.00
Surface description = Unpaved
Average velocity (ft/s) =2.28
Travel Time (min) = 3.46
Channel Flow
X sectional flow area (sqft) = 0.00
Wetted perimeter (ft) = 0.00
Channel slope (%) = 0.00
Manning's n-value = 0.300
Velocity (ft/s) =0.00
B
0.011
0.0
0.00
0.00
+ 0.00
0.00
0.00
Paved
0.00
+ 0.00
0.00
0.00
0.00
0.015
C
0.011
0.0
0.00
0.00
+ 0.00
0.00
0.00
Paved
0.00
+ 0.00
Totals
0.00
0.00
0.00
0.00
0.015
0.65
3.46
0.00
Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc .............................................................................. 4.12 min
QF W A TF9
"
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
I. PROJECT INFORMATION
Project name TransMontaigne Selma Terminal Expansion
Contact name Alex Brock
Phone number 404-425-7100
Date March 8, 2010
Drainage area number Basin 2
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
257,586.00 ftz
0.00 ftz
0.00 %
0.23
1.36 cfs
4.10 min
5.48 in/hr
7.45 cfs
N (Y or N)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
Width of grass ft
Width of dense ground cover 57.00 ft
Width of wooded vegetation ft
Total width 57.00 ft
Elevation at downslope base of level lip 135.00 fmsl
Elevation at top of bank of the receiving water 132.00 fmsl
Slope (from level lip to to top of bank) 5.26 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area 1,473.00 sq ft OK
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 1.33 cfs
Is a bypass device provided? Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and IL Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
30.00 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y (Y or N)
2.00 ft
2.00 ft
6.00 ft
1.00 ft
1.86 Us cfs
Grass
w
? N
- \
i
M
l B l
i 1
M
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

TR55 Tc Worksheet
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25
Hyd. No. 1
Description A
Sheet Flow
Manning's n-value = 0.011
Flow length (ft) = 100.0
Two-year 24-hr precip. (in) = 2.08
Land slope (%) = 1.00
Travel Time (min) = 1.98
Shallow Concentrated Flow
Flow length (ft) = 1494.00
Watercourse slope (%) = 2.00
Surface description = Unpaved
Average velocity (ft/s) =2.28
Travel Time (min) = 10.91
Channel Flow
X sectional flow area (sqft) = 4.00
Wetted perimeter (ft) = 8.00
Channel slope (%) = 1.50
Manning's n-value = 0.300
Velocity (ft/s) =0.38
B C Totals
0.011 0.011
0.0 0.0
0.00 0.00
0.00 0.00
+ 0.00 + 0.00 = 1.98
0.00 0.00
0.00 0.00
Paved Paved
0.00 0.00
+ 0.00 + 0.00 = 10.91
0.00 0.00
0.00 0.00
0.00 0.00
0.015 0.015
0.00
0.00
Flow length (ft) ({0})273.0 0.0 0.0
Travel Time (min) = 11.90 + 0.00 + 0.00 = 11.90
Total Travel Time, Tc .............................................................................. 24.80 min
ENGINEERING
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1888 Emery Street, NW Suite 300 Atlanta, GA 30.318
main: 404-425-7100 fax: [phone] www.prime-eng.com
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/ debris is present. Remove the trash/ debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3
BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversight Unit at 919-733-1786.
Form SWW401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

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OTAr1Y

?11TV._
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:TransMontaigne Selma Terminal Expansion
BMP drainage area number:
Print name:
Title: MC2*e 1-
f
Address: d? (? OD (.r1CS+ ?k? S't'_ S21wia IV C . .275'7 r.
Phon
Signz
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, S, Pl?#TT , a Notary Public for the State of
C , County of ,?;61U,57`D ./I , do hereby certify that
?TC/1? w personally appeared before me this
day of /r//` (i W- , c-26 /D , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, 4?' /I
'SA 1Sr p99
?
NOTARY
PUBLIC
,o
nnn+
SEAL

MY COMMIISSION EXPIRES
My commission expires APRIL 6, 2011
MAR 2010 &
WET?5SAW?TERQ eg4NCN
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/ debris is present. Remove the trash/ debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3
BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3
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Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:TransMontaigne Selma Terminal Expansion
BMP drainage area number:2
Print name: ?rr? Mvr/c??/
Title: M?naCi c r
Address: _ 26,0o W e S -t- Da lC sm Sg l rvrA. atl C. 3 -7 5- e
Phone:
Signature:
Date:
-
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
_,County of ,j Q FJj1,l s C1,? , do hereby certify that
personally appeared before me this I.5
day of and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, eo'
,SA'Srp
NOTARY
o PUBLIC
//T/ "I IC 0\s
SEAL
My commission expires q ?- '- / 1
Lg ko V l?
MAR 17 2010
DENR - WATER QUALITY
WETU44DS AND STORMWATER VANCH
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3
` .,_, -, -' ?-F- A- VLlvG, xegister of Deeds Filed 3/4/2008
11:30:03 AM DEED BOOK 3505 PAGE 342 - 350 INSTRUMENT # 2008209441 Real
Estate Excise Tax: $13490.00 Deputy/Assistant Register of Deeds: J PLOWMAN
When recorded return to:
FIDELITYNATIONAL TITLE
ATTN: MARYGARCL9
40 N. CENTRAL AVE. STE. 2200
PHOENIX, AZ 85004
Escrow No. Z07032671 H3983-D
NORTH CAROLINA SPECIAL WARRANTY DEED
Return to:
Zonia N. Veal
First National Financial Title Services, Inc.
t 3237 Satellite Blvd., Suite 450
Duluth, GA 30096

LLLU isvvn »vz _11AUX 393
Verified by Johnston County on the _ day of 2007
Mail after recording to: Morrison & Foerster LLP, 370 Seventeenth Street, Suite 5200, Denver,
CO 80202, Attn: Matthew B. White, Esq.
This instrument was prepared by: Morrison & Foerster LLP, 370 Seventeenth Street, Suite 5200,
Denver, CO 80202, Attn: Matthew B. White, Esq.
Brief description for the Index 2427 and 2600 W. Oak Street
Selma, NC 27576
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 31 st day of December, 2007, by and between:
GRANTOR
TransMontaigne Product Services Inc.,
a Delaware corporation
1670 Broadway, Suite 3100
Denver, Colorado 80202
Excise Tax: $13,490.00
GRANTEE
TransMontaigne Operating Company L.P.,
a Delaware limited partnership
1670 Broadway, Suite 3100
Denver, Colorado 80202
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g.
The designation Grantor and Grantee as used herein shall include said parties, their successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by
context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey
unto the Grantee in fee simple, all other interest in that certain lot or parcel of land situated in the
City of Selma, Johnston County, North Carolina and more particularly described in Exhibit A
attached hereto and made a part hereof, together with the rights, members, hereditaments and
appurtenances to the said premises belonging or in anywise incident or pertaining including but
not limited to those listed in Exhibit B attached hereto and made a part hereof.
dn-138296 vl Southeast Drop-Down Selma Terminal Special Warranty Deed

DEED BOOK 3505 PAGE 344

The property hereinabove described was acquired by Grantor by instrument recorded in
Book 1845, Page 315.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated. Title to the property
hereinabove described is subject to the exceptions listed in Exhibit C attached hereto and made a
part hereof:
[Signature page follows]
2
dn-138296 vl Southeast Drop-Down Selma Terminal Special Warranty Deed
3
UEEU BOOK j5U5 PAGE 345

j IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and
year first above written.
TransMontaigne Product Services Inc.,
a Delaware corporation
By:
Name: Erik B. Carlson'
Title: Senior Vice President
State of Colorado
County of Denver
1, &, J rO6Lr1 a Notary Public of u:e County and State aforesaid, certify that,
Erik B. Carlson personally appeared before me this day and acknowledged that he is
the Sr. Vice Pres. of TransMontaigne Product Services Inc., a corporation, and that he as
Sr. Vice Pres. , being authorized to do so, executed the foregoing on behalf of the
corporation.
Witness my hand and official seal, this the c44 day of December, 2007.
My Commission Expires SID71nR - -
Notary Public
3
dn-138296 vl Southeast Drop-Down Selma Terminal Special Warranty Deed

DEED BOOK 3305 PAGE 346
EXHIBIT A
LEGAL DESCRIPTION
Being all of the tracts or parcels of land lying in Johnston County, North Carolina, being more
particularly described as follows;
TractI
BEGINNING at an iron stake in the center of a dirt road, said Iron stake being located N 52 deg 33 mm
W 677 feet from the comer of the lands of Colonial Pipeline Company, Pure Oil Company, American Oil
Company and Shamrock Transport Company, and runs as the center of said dirt road N 52 deg 33 min W
681.90 feet to an iron stake, James Raeford Creech's comer, thence N 33 deg 22 min E 734 feet to a
concrete monument in the line of E.J. Wellons; thence as his line S 53 deg 21 min E 760.07 feet to an iron
stake; thence a new line (line of Hess Oil & Chemical Corporation) S 39 deg 27 min W 743.35in the
center of the dirt road, the point of BEGINNING and containing 12.190 acres, more or less.
The above tract of land is a pan of Lot #5 of the Frances Green Division as shown on map recorded in
Plat Book 4, page 209, Johnston County Registry.
Tract II
BEGINNING at an iron stake in the center of a, Ha +' iron ubWe being Jocated N 52 oeg 33 min
W 400 feet from the comer of the property of Colonial Pipeline Company, Pure Oil Company, American
011 Company and Shamrock Transport Company, and runs as the center of said din road N 52 deg 33 min
W 277 feet to an iron stake; thence a new line in James Raeford Creech's lands N 39 deg 27 min E 743.35
feet to a stake in his line; thence as his line S 53 deg 21 min E 251 feet to an iron stake in his line; thence
another new line (and being the now line of Shamrock Transport Company) S 37 deg 27 min W 746.21
feet to an iron stake in the center of the dirt road, the point of beginning and containing 4.512 acres, more
or less, and being apart of Lot No. 5 of the Frances Green Division as show on map duly recorded in Plat
Book 4, Page 209, Johnston County Registry.
Tract III
BEGINNING at a concrete monument la the line of the Exxon Corporation (Deed Book 654, at Page
234), said concrete monument being located S44-14-41W 669.87 feet along the common line between
Colonial Pipeline and Exxon Corporation property; from a concrete monument in the southern R/W line
of NCSR 1929; thence as the Colonial Pipeline property S 41.28-51 B 689.49 feet to an iron stake with a
concrete monument witness, a comer with BP Oil Co. (Deed Book 974, Page 254), thence as the BP Oil
Co. line S 45-23-57W 618.02 feet to an iron stake with a concrete monument witness, a comer in the
eastem E/W line of Southem Railroad; thence as said railroad R/W N 51-46-40W 272.38 feet to an iron
stake with a concrete monument witness, a corner with an old cemnetery plot; thence N 20-0246 E 61.23
feet to a concrete monument; thence continuing as the line of the cemetery N 67756-00 W 101.40 feet to a
monument; thence S 38-13-OOW 30.00 feet to an iron pipe with a concrete monument witness a comer of
the cemetery plot in the eastern R/W Eno of Southern Railroad; thence as said Railroad R/W N 51-47-
OOW 290.00 feet to an old axle with a concrete monument witness; a comer with the Exxon Corporation
(Deed Book 654, Page 234); thence as the Exxon line N 4414-41E 740.57 feet to the point and place of
BEGINNING and containing 10.51 acres, more'or less, according to a plat prepared by Soumwind
Surveying and Mapping, Inc. and dated 3.25-93.
A-1
dn-138296 vl Southeast Drop-Down Selma Terminal Special Warranty Deed

DEED
Together with all of the foregoing Tracts I, II and III, all terminal facilities and other improvements
located there on, including without limitation, all equipment, fixtures and appurtenances thereto;
And Together with all of the foregoing Tract I, H and III, all of Grantor's rights, title and interest, if any at
all, in the following Right of Way easement recorded in Book 651, at Page 123 of the Johnston County
Public Registry and being more particularly described as follows:
Being situated in Johnston County, North Carolina, to wit:
THE BEGINNING POINT for said right of way strip is the most Westerly Comer of a 12.35 acre tract of
land conveyed to Colonial Pipeline Company (now or formerly) by Cities Service Oil Company in Deed
dated October 31, 1963, recorded in Book 619, Page 342, Office of the Register of Deeds, Johnston
County, North Carolina.
THENCE North 44 degrees 15' East a distance of 700 feet to a point, this line is also the Northwest
property line of said 12.35 acre tract,
THENCE South 52 degrees 33' East a distance of 30 feet to a point,
THENCE Southwesterly in a straight line and parallel to the Northwest property line of said 12.35 acre
tract to the point of intersection with the Southwest property lino of said 12.35 acre tract,
THENCE North 41 degrees 26' West approximately 30 foot to the place of beginning and containing .48
acres, more or less, located in Johnston Coup r, 1; A.Lu,,
A-2
dn-138296 vl Southeast Drop-Down Selma Terminal Special Warranty Deed
1V
DEED BOOK 3505 PAGE 348

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DEED BOOK 3505 PAGE 350 END OF DOCUMENT

i'
EXHIBIT C
i
PERMITTED EXCEPTIONS
1. Ad Valorem Taxes for the year 2007 and subsequent years, not yet due and payable.
2. All other matters of record recorded or filed in the applicable real property records with
respect to the real property conveyed hereby.
3. All matters which would be revealed on a current, complete and accurate survey of the
real property conveyed hereby.
C-1
dn-138296 vl Southeast Drop-Down Sehna Terminal Special Warranty Deed
-1
ton County, North Carolina
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20
Soil Survey
operative Soil Survey
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