20170867 Ver 1_CAMA Application_20170712

Coastal Management
ENVIRONMENTAL QUALITY
July 6, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRA
XTON DAVIS
Director
JUL 7 2 2017
D
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(cD-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Kinder Morgan
Project Location: 2005 North 6th Street, adjacent to the Cape Fear River in Wilmington,
New Hanover County
Proposed Project: to incorporate mechanical agitation dredging to maintain an existing
shipping berth within the Cape Fear River
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by July 31, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
*"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Kinder Morgan North 61' St. Terminal c/o Michael Oktavec
2. LOCATION OF PROJECT SITE: The project is located at 2005 North 61 Street, adjacent to the Cape Fear
River, in Wilmington, New Hanover County.
Photo Index - 2006: 204-6660: Q -U, 18-21
Latitude: 34°15'36.12"N Longitude: 77°56'48.20"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 06/16/2017
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 03/30/2017 Complete— 06/29/2017
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington/New Hanover County
Land Classification From LUP — Conservation/Developed
(B) AEC(s) Involved: EW, PTA
Water Dependent: Yes
(D) Intended Use: Commercial/Industrial
(E) Wastewater Treatment: Existing: Municipal
Planned: None
(F) Type of Structures:
Existing — Office buildings, rail spur, load -out towers, railway, liquid bulk storage containers, timber pier
and platforms
Planned — Modification of existing maintenance permit to incorporate mechanical agitation dredging
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
N/A
(B) Non -Vegetated Wetlands (Open water)
80,000 sq. ft.
C Other — Hi h ound
N/A
(D) Total Area Disturbed: 80,000 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing a major modification to State Permit #255-88 to incorporate
mechanical agitation dredging to maintain an existing shipping berth within the Cape Fear River.

Kinder Morgan North 6' St. Terminal c/o Michael Oktavec
Page Two
9. PROJECT DESCRIPTION
The project site is located at 2005 North 6th Street, adjacent to the Cape Fear River, in Wilmington, New Hanover
County. To locate the property from the Wilmington DCM Office, travel north on Cardinal Dr. Ext. and turn left on to
Market St. Drive 0.4 miles and turn right on to Martin Luther King Jr. Parkway (US -74W). Travel 4.1 miles and then
merge right on to 133 North towards Burgaw. Continue 0.35 miles and turn left at the stop light on to Castle Hayne
Road. Travel 1.1 miles to the intersection of Cornelius Harnett Dr. and McRae St. Continue straight on Cornelius
Harnett Dr. for 0.37 miles and turn left on to North 6th Street. Continue down North 61 Street and Kinder Morgan
North 61 Street Terminal will be on the end of the road.
The project is located on the east bank of the Cape Fear River, just north of the CSX Hilton Drawbridge and is
approximately 72.96 acres, ranging approximately 4' to 26' above normal high water (NHW). The property also
contains 7,130 linear feet of Estuarine Shoreline. The site has been utilized for commercial berthing operations since
the early 1970's to unload and store petroleum products. Existing structures include: office buildings, timber pier,
liquid bulk storage containers, load -out towers, and railway. The application states the material comes in on freight
tankers and is unloaded at the existing dock via pipeline. From there, the material would be fed into the storage
containers then transported to the load -out tower where it is deposited into trucks and/or railcars for off-site
transportation.
The existing shipping pier, measuring approximately 138' in length by 6' in width, which terminates onto a "T -head"
platform measuring approximately 50' in length by 28' in width on the north side of the pier, and approximately 50' in
length and 30' in width on the south side of the pier. The berthing area contains four mooring dolphins, two to the
north of the platform and two to the south of the platform. The existing facility extends approximately 58' into the US
Army Corps of Engineers (USACE) Wilmington channel setback. State Permit No. 157-83 was originally issued to
Chemserve Terminals, Inc. for the subject property on October 17, 1983 to enlarge the "T" head of the existing
commercial pier and to construct mooring and breasting dolphins. The permit was then modified via a major
modification on February 20, 1984 to include maintenance excavation for a 900' by 100' by 700' berthing area to -30'
at MLW via hydraulic dredge at their terminal site along the Cape Fear River. State Permit No. 157-83 was modified
on February 7, 1985, renewed and modified on February 7, 1987, and renewed again on December 18, 1987.
State Permit No. 255-88 was issued to Chemserve Terminal on December 16, 1988 authorizing the reconstruction and
expansion of the existing pier and four piling mooring. State Permit No. 157-83 and State Permit No. 255-88 were
consolidated under one permit, State Permit No. 255-88, via a renewal and minor modification on May 29, 1992. State
Permit No. 255-88 was renewed a second time on July 10, 1998, a third time on February 10, 2003, and a fourth time
on July 7, 2008. State Permit No. 255-88 was then transferred from Chemserve Terminal to Kinder Morgan Terminals,
Inc. on Novermber 20, 2008. A Letter of Refinement was issued on August 7, 2012 for State Permit No. 255-88 for the
expansion of the existing pier dock from 4' to 6' in width, and miscellaneous maintenance, replacements, and repairs.
State Permit No. 255-88 was renewed on March 4, 2013 and most recently on May 4, 2017. This permit is set to expire
on May 30, 2022.
Upland vegetation consists of wild grasses and hardwood species located along the fenced upland boundary ofthe site.
Existing coastal wetlands on the site includes a border of Smooth Cordgrass (Spartina alterniora), Phragmites, Spike
Grass (Distichlis spicata), Saltmeadow Cordgrass (Spartina patens), Scirpus sp., Marsh Elder (Iva frutescens), and
Groundsel Tree (Baccharis halimifolia) that is approximately 30 ft. to 1,000 ft. in width and 7,130 ft. in length.
The waters of the Cape Fear River (in the vicinity of the project) are classified SC, by the N.C. Division of Water
Resources. The area is designated as a Primary Nursery Area (PNA), by the N.C. Division of Marine Fisheries and
these waters are CLOSED to the harvesting of shellfish. The City of Wilmington Land Use Plan classifies the area as
Conservation.

Kinder Morgan North 6"' St. Terminal c/o Michael Oktavec
Page Three
PROPOSED PROJECT
The applicant is proposing a major modification to State Permit #255-88 to incorporate the use of agitation dredging to
maintain an existing shipping berth within the Cape Fear River. The agitation dredging proposed is similar to what is
currently authorized to the NCSPA (State Permit No. 47-87), Colonial Terminals (State Permit No. 106-74), and
Petroleum Fuel and Terminal Co. (State Permit No. 119-91): mechanical agitation via a sled or sweeping beam towed
by a tug or similar vessel. The applicant states that the sled and the beam method would utilize a similar type sled used
by several Wilmington deep water berths on the Cape Fear River and Savannah Harbor. The proposed sled is a
triangular shape and constructed with steel beams (See photograph of sled on Page 2 of April 17, 2017 Additional
Information Request Response). The proposed sled would have a 15 to 20 foot base and a 15 to 20 foot height
frame. The applicant intends for the sled to be pulled by a tug or work boat using a cable.
As stated, the existing berth is approximately 900' in length at the channel by 100' in width by 700' in length at the
pier and the footprint would not be expanded beyond what was originally permitted via State Permit No. 255-88. The
application states that material would be re -suspended back into the river system during an ebb tide with the proposed
agitation dredging methods. The shoaling rate within this segment of the river is such that accelerated maintenance
dredging has been necessary in order that the applicant and other facilities along this segment of the river in order to
avoid a potential safety hazard for grounding of vessels on the shoaling area while attempting to unload within this
berth. It should be noted that the NC DCM along with other state and federal resource agencies receive maintenance
excavation requests from the NCSPA on an annual basis to address the dangerous accelerated shoaling within their
berths. The applicant states that Wilmington Harbor deep water berths are currently authorized for agitation dredging
using mechanical or hydraulic methods. (See Pages 3-4 of the Environmental Support Document).
10. ANTICIPATED IMPACTS
Excavation within the existing berth along this segment of the Cape Fear River would result in material re -suspended
back into the river system through mechanical agitation dredging. The same method was evaluated for The NCSPA
(State Permit No.47-87), Colonial Terminals (State Permit No. 106-74), and Petroleum Fuel and Terminal Co. (State
Permit No. 119-91), which are located downstream from the project site. State Permit No. 47-87 was issued to the to
the NCSPA via a variance through the Coastal Resources Commission (CRC). This proposal does not differ in concept
from the method authorized under State Permit No. 47-87. In effect, the agitation dredging would sweep accumulating
fines from the berth area to avoid the creation of shoaled areas, which could result in unsafe terminal operations. Based
on information presented by the agent and information on agitation dredging in use in other facilities within this
segment of the river, it is anticipated that there would not be adverse impacts associated with the operation of this
system. The potential for short term sediment suspension impacts is certainly much more acceptable than the
possibility of product loss due to vessel damage resulting from grounding.
The application also states that biological monitoring and study reports were compiled by Law Engineering in 1998 for
facilities such as the NCSPA. The application states that the monitoring was done before, during and after the dredging
events. Based on the results of the reports, the data indicated that agitation dredging appeared to have no significant
impact on temperature or dissolved oxygen and did not indicate a significant correlation to reduced water quality due to
dredging activity. The applicant also references the determination under the Altimar (State Permit No. 46-92) and Hess
Corporation (State Permit No. 21-90) permits that agitation dredging may affect or is not likely to adversely affect the
Short Nose and Atlantic Sturgeons.
Submitted by: Brooks R. Surgan Date: 07/6/2017 Office: Wilmington

(CKLAE1A1F-HLL7AEA?
Bright People. Right Solutions.
May 30, 2017
Brooks R Surgan
Field Representative
Division of Coastal Management
North Carolina Department of Environmental Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Sent via email: [e-mail]
Project: Kinder Morgan North 6th Street Terminal (KLF #20173302.001A)
Re: Response to April 17, 2017Request for Additional Information
Dear Mr. Surgan:
Kleinfelder is in receipt of the Division of Coastal Management (DCM) request for
additional information. We herein provide a response to each of your comments, and a
revised full permit application submittal is provided as an enclosure. Each question raised
by DCM is reiterated below in bold text, followed by our response in plain text.
SUPPLEMENTAL PROJECT INFORMATION
Please provide information on the dimensions and apparatus details of the sled as
well as the equipment that will be used for the proposed mechanical agitation.
Response: The dredge sled will consist of an i -beam sled and will be pulled along the
bottom sediments by a tug or similar boat. The approximate dimensions of the triangular
sled are a 15-to-20ft base and a 15-to-20ft height. A sample photograph is provided
below.
8936 Western Way, Suite 12 Jacksonville, FL 32256 p 1904.538.9171 f 1904.538.9172
20173302.001A
©2017 Kleinfelder
RSOSIVED

Please include a description of the technique the applicant will use for the
proposed mechanical agitation.
Response: Dredging will be completed during ebb tides at peak flow times to facilitate
dispersion of bottom sediments. The i -beam sled will be pulled along the bottom via cable
by a tug or similar vessel to facilitate resuspension of accumulated sediments and allow
for restoration of required depths within the basin.
Please describe the frequency of sled pulls on an annual basis.
Response- Sled pulls will be completed on an as -needed basis to maintain safe
operational depths. It is anticipated that sled pulls on semi-annual basis (2 time per year)
are sufficient to maintain these depths; however, prior notification will be provided to DCM
before any dredge activities commence.
The project area resides in the Army Corps federally maintained channel. Please
justify the purpose and need for additional dredge activity in this area.
Response- The Army Corps federally maintained channel is co -located (overlaps) with
the facility's boat basin. Dredge activities are only proposed within the applicant's basin
such that they can maintain safe operational depths for vessels entering and exiting the
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20173302.001A Page 2 May�i���p
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terminal. Currently, portions of the Army Corps federally maintained channel do not
provide the required 32ft of depth. The Army Corp channel immediately downstream,
which is used to access the applicant's basin, is 32 feet in depth. A maintenance program
funded and managed by the Army Corps is already planned for the area of the federal
channel located within and adjacent to the facility. This area is referred to as the 25 -foot
project within the greater Wilmington Harbor Improvements Project.
The dimensions of the proposed maintenance area exceed that which was
originally permitted under State Permit #255-88. State Permit #255-88 was issued
December 16, 1988 for the installation of pier and mooring pilings. At the same
time, there was an existing State Permit #157-83 for maintenance dredging of
a 700'-900' long, 100' wide vessel berth. State Permit # 157-83 was combined
with State Permit #255-88 and issued as State Permit #255-88 on May 29,1992. The
terminal has been operating under those conditions since the 1992 authorization.
This office requests an explanation of the purpose and need for the expansion of
the dredge area for the berth to 900' in length and 150' in width.
Response: The application has been revised to match the previous State Permits. The
dredge area has been reduced to a trapezoidal area measuring 700' long at the berth,
100' in width, and 900' in length in the channel.
Explain how downstream water depths at the berth will be maintained during
agitation dredging of the shoal.
Response: The proposed project will disturb an area of approximately 0.73 acre area of
accumulated sediments, and result in the removal of 2,068 cubic yards of material which
will be re -suspended into the river during ebb tide. Dredging during the higher velocity
periods of ebb tide will increase dispersal rates of suspended sediments resulting in lower
turbidity and suspended solids. Sediment entrainment is anticipated to be limited to a
maximum distance of 2,000 feet downstream and no greater than 3 meters above the
bottom. Bottom sediments within the basin consist primarily of fine silts and dispersal and
deposition of these materials downstream as result of the dredge will have a de minimis
impact on downstream depths such that no change in the 1 -foot depth contour is
anticipated.
The proposed project does not differ in concept from recently issued permits for agitation
dredging located just downstream of the project area.
DCM MP -1 FORM
Part (6)(f) -Please include the NC Department of Transportation as an adjacent
property owner (not CFPUA).
Response: The railroad bridge (Hilton Drawbridge) located immediately to the south of
the project area is owned by CSX. The application has been updated to include CSX as
the adjacent landowner. Notice will also be provided to NCDOT.
8936 Western Way, Suite 10 Jacksonville, FL 32256 p 904.538.9171 f 1904.538.9172 + �5 A
20173302.001A Page 3 May 30, $QiT_'
©2017 Kleinfelder i 1
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DCM MP -2 FORM
Part (1)(a)- Please clarify the dredge volume calculations for the proposed shoal
area. 5,500 cu.yds. is proposed, however the proposed area and depths provided
in the application equate to 17,000 cu.yds.
Response: Kleinfelder utilized bathymetric data from a hydrographic survey of the
surrounding area from the US Army Corps of Engineers dated February 13th, 2017, and
surveyed data from Kinder Morgan, dated April 2016, to create an approximate existing
conditions surface of the project area. The data sets were incorporated into AutoCAD
Civil 3D which allows two surfaces to be combined, or merged, to create one surface.
With the merged existing conditions surface in place, Kleinfeder designed the proposed
dredge surface (-32ft) from the provided 700' to 900'x 100' basin boundary. After the
proposed surface was created, an analysis of the two surfaces was performed to get the
proposed volume being removed. Kleinfelder used the volumes dashboard in AutoCAD
Civil 3D to calculate the volume of the two surfaces by selecting them for comparison.
AutoCAD then analyzed the two surfaces for changes in elevation to generate a cut/fill
chart as shown on the provided site plan. As such, the total volume of dredge material is
2,068cy within a 0.73 acre area as shown on the enclosed plan.
Part (2)(f)(i)-(ii)- The 44,567 sq.ft. does not correlate with the 900ft x 150ft (135,000
sq.ft.) dredge area proposed in the application. Please clarify the dimensions of
the dredge area.
Response: The dredge area has been reduced to a trapezoidal area measuring 700' long
at the berth, 100' in width, and 900' in length in the channel
ADJACENT PROPERTY NOTIFICATIONS
Please identify all adjacent riparian landowners and provide original or copies of
certified mail receipts indicating the owners have been notified.
Response: Notification has been submitted to adjacent riparian land owners. A copy of
the notification letters is enclosed. Certified mail receipts will be provided under separate
cover.
WORKPLAN DRAWINGS
Response: The following information has been added to the Site Plans.
Site Plan I - Please add the shorelines and total width of water body to the site plan
for the NE Cape Fear River
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20173302.001A Page 4 May 30, m
02017 Kleinfelder

Site Plan I - Please provide the delineation of the riparian line from the channel to
the property line.
Site Plan I -Please include NCDOT easements for the adjacent bridge.
Site Plan I - Please identify the area to be dredged using hash marks.
Site Plan I -Please include the volume and sq.ft. of the dredge area.
Site Plan I - Please show the locations of the existing pilings.
Site Plan I Please provide drawing to scale.
Site Plan I - Please provide the source, date, and datum of the bathymetric data.
Please provide 27 copies of all color plans with application.
Response: Black and white copies of plan drawings and figures are provided as
enclosures, in lieu of color copies.
NOTE: If the applicant is proposing to disturb more than 1 acre, they will need a
sediment and erosion control permit.
Response: The applicant does not propose to disturb more than 1 acre.
Should you have any questions regarding the attached application, please contact me at
904-538-9171 or [e-mail].
Sincerely,
Kleinfelder
Jonathan Oravetz
Project Manager
20173302.001A
©2017 Kleinfelder
8936 Western Way, Suite 10 Jacksonville, FL 32256 p 1904.538.9171 f 1904.538.9172
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=A WILMINGTON, Nt
a'a .

6. ADDITIONAL INFORMATION
A. Project Narrative
The applicant proposes the use of agitation dredging to restore and maintain depths of
32 feet t within the project area. Mechanical agitation dredging will be completed via an
I-beam sled pulled along the bottom sediments by a tug boat or similar vessel. The sled
shall be pulled along the length of the basin at the substrate line during ebb tides to
facilitate resuspension of accumulated sediments and restoration of required depths.
The proposed project will disturb an area of approximately 0.73 acres of of accumulated
sediments, and result in the removal of 2,068 cyds of material which will be re -suspended
into the river during ebb tide. The proposed project does not differ in concept from the
following recently issued permits for agitation dredging located just downstream of the
project area:
• NCSPA (State Permit No. 47-87)
• Altamar, Inc (State Permit No. 46-92)
• Hess Corporation (State Permit No. 21-90)
Proposed agitation dredging will result in short term suspension of accumulated fine
sediments; however, impacts related to suspended sediments are likely less than the
possibility of product loss from vessel damage resulting from grounding.
B. Work Plat (Plan View and Cross -Sectional Drawings)
See Attachment A.
C. Site Location Map
See Attachment A.
D. Warranty Deed
See Attachment B.
•E. Application Fee
To be provided to the agency once appropriate fee is confirmed with permitting staff.
F. Adjacent Waterfront Landowners
1) Smith Creek Boatyard Inc.
107 Northern BLV
Wilmington, NC 28401
2) CSX
500 Water Street, 15th Floor
Jacksonville, FL 32202

3) NCDOT
300 Division Rd.
Wilmington, 28401
G. List of Previous State and Federal Issued Permits
North Carolina Department of Health & Natural Resources and Coastal Resources
Commission
• New Permit — Permit No. 255-88, issued December 16, 1988
• Renewal excavation - Permit No. 255-88, issued May 29, 1992
• 2nd Renewal — Permit No. 255-88, issued July 10, 1998
• 3rd Renewal — Permit No. 255-88, issued February 10, 2003
• Permit Transfer — Permit No. 255-88, issued November 20, 2008
4t" Renewal - Permit No. 255-88, issued March 4, 2013
Department of the Army Wilmington District
• Permit no. 198000291
H. Signed Consultant or Agent Authorization Form
See Attachment C.
I. Wetland Delineation
No work is proposed within wetland areas. All work will be completed within open water
environments of the Northeast Cape Fear River. No submerged aquatic vegetation is
present within the proposed construction area.
J. AEC Hazard Notice
Not applicable.
K. Statement of Compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A
1-10)
Not applicable

DCM MP -1
nrrucunOr for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Kinder Morgan
Project Name (if applicable)
North 6t' Street Maintenance Dredge
Applicant 1: First Name
Michael
Ml
Last Name
Oktavec
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2005 North 6'h Street
PO Box
City
Wilmington
State
NC
ZIP
28401
Country
United States
Phone No.
910 - 762 - 8588 ext. 234
FAX No.
-
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Kleinfelder
Agent/ Contractor 1: First Name
Jonathan
MI
Last Name
Oravetz
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
8933 Western Way STE 12
PO Box
City
Jacksonville
State
FL
ZIP
32256
Phone No. 1
904 - 538 -
9171 ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
DECEIVED
25:2-808.2808 .. 1-888.4RCOAST ., www.nccoastalinaiaagernRnt,i,H!

Form DCM MP -1 (Page 2 of 4)
APPLICATION fbr
Major Development Permit
3, Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
2005 North 61 Street
n/a
Subdivision Name
City
State
Zip
n/a
Wilmington
NC
28401 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
R04117, 001, 003, 0000,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Northeast Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Northeast Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
--7,130 linear feet
72.96 acres
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+4-26ft ®NHW or ❑NWL
e. Vegetation on tract
Taxodium sp., Spartina cynosuroides, Baccharis halimifolia
f. Man-made features and uses now on tract
Storage Tanks, Chemical Facility, Docking Terminal, Berthing Basin
g. Identify and describe the existing land uses adiacent to the proposed project site.
Industrial - Cape Fear Public Utility
Industrial - Smith Creek Boatyard Inc.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
IND -Heavy Industrial District
(Attach zoning compliance certificate, if applicable)
®Yes []No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom? n/a
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>
WE11fED
DCM WILMINGTON, NC
a
S 2 -3 0 R- 21 9 03 1 333- 4i C MAST „ ,1r,„r;:-_> nsta'r^sn a rr �t,+,>i

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The faciltiy does not generate waste water.
o. Describe existing drinking water supply source.
The faciltiy is connected to the City of Wilmington drinking water system.
p. Describe existing storm water management or treatment systems.
There is no stormwater pond or other management system onsite.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant currently operates a shipping facility at the project location and must retain a basin depth of 32 feet to maintain
safe operations for vessels. Natural sediment deposition has reduced berthing depths such that normal safe operations for
vessels are precluded.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The applicant proposes the use of agitation dredging to restore and maintain depths of 32 feet. Mechanical agitation
dredging will be completed via a I-beam sled pulled along the bottom sediments by a tug boat or similar vessel. The I-beam
sled shall be pulled along the length of the basin at the substrate line during ebb tides to facilitate resuspension of
accumulated sediments and restoration of required depths.
d. List all development activities you propose.
No activities associated with development will occurr in association with the proposed project.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of and existing project
f. What is the approximate total disturbed land area resulting from the proposed project? 0.73 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No [:INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Discharge of accumulated river bottom sediments via re -suspension is required to restore and maintain safe operating
depths within the facility
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ®NA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
031i
<Form continues on back>
v
252-808-2808 :. 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the applkation
package to be complete. items (a) — (t) are always applicable to any major development application. Please consult the application
Instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work. clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mall. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Smith Creek Boatyard Inc Phone No.
Address 107 Northern BLV Wilmington, NC 28401
Name CSX Phone No.
Address 500 Water Street, 15s' Floor Jacksonville, FL 32202
Name NCDOT Phone No.
Address 300 Division Rd. Wilmington, 28401
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
See Section 6 - Additional Information
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act,
7. Certification and Permission to Enter. on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained In the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name _Michael Oktav c
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information EIDCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development-
❑DCM MP -4 Structures Information RECEIVED
DCM WILMINGTON, NC
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Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
NG
;�N k 0 20i!
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
!. EXCAVATION 0 This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. riverine silt
2,738
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Restore safe operational depths
d. High -ground excavation in cubic yards.
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Downstream environment
c. (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
n/a
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ®Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the If es, how much water area is affected?
number of square feet affected. (a) y
❑CW ❑SAV ❑SB 0.73 acres
OWL ®None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
700 to 900 ft.
Width
100 ft.
Avg. Existing
28.6 ft.
NA
NA
Depth
Final Project
32 ft.
NA
NA
Depth
!. EXCAVATION 0 This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. riverine silt
2,738
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Restore safe operational depths
d. High -ground excavation in cubic yards.
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Downstream environment
c. (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
n/a
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ®Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the If es, how much water area is affected?
number of square feet affected. (a) y
❑CW ❑SAV ❑SB 0.73 acres
OWL ®None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12/26/06

Form ®CM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. i ype or snoreane stanmzauon: b. Length:
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
DYes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? DYes DNo DNA b. (i) Will fill material be placed in coastal wetlandshnarsh (CW).
If yes,
(d) Amount of material to be placed in the water
(iii) Dimensions of fill area
(tv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW DSAV DSB
DWL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
n/a Mechanical agitation dredging will be completed via a sled or (-
beam sled pulled along the bottom sediments by a tug boat or
similar vessel
c. (? Will navigational aids be required as a result of the project?
[]Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
n/a
Date
North 6"' Street Facility Maintenance Dredge
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? [_-]Yes ®No DNA
(li) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n1a
Michael Oktavec
Applicant N
�g�=ECEIVED
Applicad Signature UPAC
252-808-2808 :: 1-888.4RCOAST :: vvww.nccoastalmanagement.net revised: 12/26/06

uooumentratn:*:oonoenwurgomum'vovz.um/*.umu,m^^u`tnvuupponuucumenw-igue'Lonanonmap.mxo
Source: Imagery was obtained from ESRI Basemap.
'
Project Location,,i
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�
'
le Willmin"
— �
| � '
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'
~^
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0 1,000 2,000
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'
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0 1,000 2,000
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mghtsvm,
�
0 1,000 2,000
Feet
I inch 2,000 feet
The Informilon included on this graphic representation has been compiled from a
verfely of sources and is subject to change wiMout notice. 10emlielder makes no
represent.hons or warranties, express or unpried, as to accuracy compiateness
timeliness. or rights to the use of such information. This dwument is not intended
Lealend
thr use as a land survey product nor is it designed or intended as a construction
design document The use or misuse of the information contained on this gmphic
mpresentabon is at the sde nsk of the party usmg or nususmg the inf-tion.
[Z3 Parcel Boundary
(-73-acres)
PROJECT NO20173302.001A
Figure
DRAWN: FEB 2017
Project Location
RECTIVED
Bright People. Right Solutions.
CHECKED BY: JO
Kinder Morgan Terminal
T
FILE NAME:
2005 North 6th Street
wvvw.kleinfelder.r-om
See Document Path Above
Wilmington, North Carolina

Document Path: GAKinder-Morgan\20173302 001 A- oth St\MXD\Env Support Document\Figure 2 Topographic tilap.mxd
Source: USA Topo Map was obtained from ESRI Basemap ,.4
00
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er
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0. 4 1,000 2,000 I !•� ,. �� :5 a
Feet
N i
-1 inch =.1,000 feetfC
•
The information included on this graphic representation hes been compiled/roma wak
variety of sources and is subject to change without notice. Kleinfelder makes no
representations or warranties, express or implied. as to accuracy, completeness.+ • •i �/� * Lege n d
timeliness, or rights to the use of such information. This document is not intended
for useas a land survey product nor is d designed or intended as a construction t -
t design document The use or misuse of the information contained on this graphic F • • . Parcel Boundary (-73-acres)
representation is at the sole risk of the party using or misusing the information f �'
• t
PROJECT NO 20173302.001A Figure
DRAWN: FEB 2017 USGS Topographic
KL E/NFEL DER DRAWN BY MNAREM,4-qD
Vv; ttiR. i JT(
(-M,, i
CHECKED BY: JO r1C
Bright People. Right Solutions. Kinder Morgan TerminaP
FILE NAME: 2005 North 6th Street
www.kleinfelder.com See Document Path Above Wilmington, North Carolina

nnciimpnt Path G ;Kinder-Morgan\20173302.001A- 6th St\MXD\Env Support Document\Figure 3 Soils Map.mxd
Source: Soils Database for New Hanover County, North Carolina obtained from the FTP directory/Outbound/Gisdata/shapes/ at ftp.nhehov.com.
Baymeade fine sand -1 to 6 percent slopes
Urban land
Dorovan soils
Baymeade fine sand -1 to 6 percent slopes
Johnston soils
Murville fine sand
Leon sand
Baymeade fine sand -1 to 6 percent slopes
Onslow loamy fine sand
Norfolk fine sandy loam -0 to 4 percent slopes
Baymeade fine sand -1 to 6 percent slopes
low*%
Seagate fine sand
i o
' t Wrightsboro fine sandy loam -0 to 2 percent slopes
Dorovan soils:
Urban land Water w
04
Urban land
Dorovan soils 41
Urban Land Dorovan soils
Dorovan soils
♦��1�� Dorovan soils Dorovan soils
` S Dorovan soils
Dorovan soils
Urban land Udorthent-Loamy
0 1,000 2,000
kONEENNNImmmoW Feet
N
1 inch = 1,000 feet
Kenansville fine sand -0 to 3 percent slopes
The information included on this graphic representation has been compiled from a
variety of sources and is subject to change without notice. Kleinfelder makes no
representations or warranties, express or implied, as to accuracy, completeness. erClex-1 t0 8 Urban land COmb-
timeliness, or rights to the use of such information. This document is not intended Kurep p Lege n d
for use as a land survey product nor is it designed or intended as a construction
design document. The use or misuse of the information contained on this graphic
representation is at the sole risk of the party using or misusing the information. Parcel Boundary (-73-acres)
PROJECT N0.20173302.001A Figure
DRAWN: FEB 2017 NRCS Soil Surve RE.CEIV D
KLE/NFELL7ER DRAWN BY: MNA ®GYM WILMIN TSN, NC
CHECKED BY: JO 3
Bright People. Right Solutions. Kinder Morgan Terminal
`._ FILE NAME: 2005 North 6th Street
www.kleinfelder.com See Document Path Above Wilmington, North Carolina

Document Path: G1Kinder-Nlorgan\2U1 /33U2.UUTA- btn St\Iv1xD\1=nv 5uppon
Source: USA Topo Map was obtained from ESRI Basemap.
Intertidal
Flat
4 Lana use IVlap.mxa
Legend
Parcel Boundary (-73-acres)
Land -Cover
Developed - 24.35 acres
® Emergent Marsh - 45.28 acres
® Forested Wetland - 2.27 acres
Riparian Scrub Shrub - 1.06 acres
Riverine Unconsolidated Bottom - 2.06 acres
0 250 500
M0 Feet
N
1 inch = 500 feet
The information included on this graphic representation hes been compiled from a
vadaty of sources and is subject to change without notice. Kleinfelder makes no
representations or warranties, express or impBed, as to accuracy, completeness.
tlmal6tass, or rights to the use of such information. This document is not intended
Por use as a land survey product nor is it designed or intended as a construction
design document. The use or misuse of the information contained on this graphic
representation is at the sole risk of the party using or misusing the intormahon.
PROJECT N0.20173302.001A Figure
DRAWN: FEB 2017 Land Cover
aKLHNFEL LEER DRAWN BY: MNA REC�i uVowitNiN 7ONY
� Bright People. Right Solutions. CHECKED BY: JO Kinder Morgan Terminal
FILE NAME: 2005 North 6th Street
www.kleinfelder.com See Document Path Above Wilmington, North Carolina ' j

EXISTING CONDITIONS
(PLAN VIEW)
t
1`i
1310:
dI
(CY)
CHANNEL SETBACK
EXISTING—,",EDGE
it
EXISTING
11tt;
PROPOSED
BOTTOM
BASIN BOUNDARY:,
'
( 1:,
(900k700 x100') (
ADJUST BASIN BOUNDARY TO
It
7 II
CTI EDGE OF
CENTERUNE OF
CENTERLINE OF BOTTOM
'
BASIN BOTTOM
EXISTING CONDITIONS
(CROSS-SECTION A -A)
NOTES:
1. HYDROGRAPHIC SURVEY PROVIDED BY U.S. ARMY CORPS OF
ENGINEERS WILMINGTON DISTRICT DATED FEBRUARY 13, 2017.
2, ELEVATIONS ARE IN FEET AND REFER TO NOM'S REPORTED MEAN
LOWER LOW WATER (MLLW) RELATIVE TO THE /9832007 TIDAL EPOCH.
3. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL-SANDERSOIT
USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ
SOUNDING EQUIPMENT.
0, HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.LL.W
5, TIDE GAGE LOCATED AT 25 FOOT USE OF TIDE VALUES FOR THE GAGE
ARE RESTRICTED TO OUAUTY ASSURANCE PURPOSES FOR
VERIFICATION OF RTK TIDES. THE WILMINGTON DISTRICT WILL ONLY
USE STAFF GAGE TIDAL VALUES FOR FINAL MAPRNG AND QUANTITY
CALCULATIONS IF RTK GPS IS UNAVAILABLE AT THE TIME OF SURVEY.
5, THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULTS OF SURVEYS MADE ON THE DATED INDICATED AND CAN
ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME. THESE CONDITIONS ARE SUBJECT TO
CHANGE DUE TO SHOALING EVENTS.
7. NAVIGATION AIDS LOCATED WITH DISTRICT SURVEY VESSEL.
ACCURACY •I- 3 METERS.
1
APPROXIMATE LOCATION OF
WILMINGTON TERMINAL
EXISTING SHORELINE
(APPROXIMATE WIDTH IS 650')
PILES (TYP)
—EXISTING
RIPARIAN APPROXIMATE LOCATION
BUFFER OF RAILROAD ROW
__ (OBTAINED FROM
NC GIS DATABASE)
200 100 0 200
SCALE 1 INCH=200 FEET
0
NAMECUT
(CY)
CHANNEL SETBACK
EXISTING—,",EDGE
OF
EXISTING
r1D
CFWNNEL EDGEBASIN
BOTTOM
EDGE OF /
1j
I�
Til
1D
ADJUST BASIN BOUNDARY TO
It
7 II
CTI EDGE OF
CENTERUNE OF
CENTERLINE OF BOTTOM
'
BASIN BOTTOM
EXISTING GROUND
OF PROPOSED BASIN
D20
_
/
?ti(n
O-30ELEVATION:
-----
-Z 30
'E�----— — —
— — — — — — — — — — — — — —
BASIN BOUNDARY
__—______„_
-40
(900'x700'x100')
r:(
_
-40
2+00 2+18
50 25 D 50
STATION
BOTTOM OF PROPOSED BASIN AT
0+00
1+00
2+00 2+18
50 25 0 SO
STATION
50 25 0so
SCALE. i INCH = 50 FEET
SCALE 1 INCH= 50 FEET
VERTICAL SCALE
HORIZONTAL SCALE
PROPOSED CONDITIONS
(PLAN VIEW)
EXISTING
NAMECUT
(CY)
CHANNEL SETBACK
TOTAL (CY)
n
EXISTING
0
2,068
CHANNEL
EDGE OF /
1j
I�
Til
1D
ADJUST BASIN BOUNDARY TO
It
7 II
1
CENTERLINE OF BOTTOM
'
11
OF PROPOSED BASIN
�u
_
(EIF/ATION: 37)
?ti(n
O-30ELEVATION:
-----
i
PROPOSED
T 1 1(i
BASIN BOUNDARY
-40
(900'x700'x100')
r:(
_
t
2+00 2+18
50 25 D 50
STATION
BOTTOM OF PROPOSED BASIN AT
25 D 50
II
ELEVATION -32 OR DEEPER o
SCALE: 1 INCH = 50 FEET
(875WOUx95') �9
HORIZONTAL SCALE
1
It`
VOLUME SUMMARY
NAMECUT
(CY)
FILL ICY)
TOTAL (CY)
PROPOSED
2088
0
2,068
DREDGE BASIN
EDGE OF /
1D
DREDGED CONTOURS
l
B
II(
-PROPOSED DREDGED LIMITS OF
DISTURBANCE (0.73 AC & 2,068 CY)
I I"
PROPOSED CONDITIONS
(CROSS-SECTION B -B)
APPROXIMATE LOCATION OF
WILMINGTON TERMINAL
EXISTING SHORELINE
(APPROXIMATE WIDTH IS 650')
PILES (TYP)
RIPARIAN APPROXIMATE LOCATION
BUFFER OF RAILROAD ROW
--_ _ (OBTAINED FROM
NC GIS DATABASE)
2DO 100 0 20D
SCALE 1INCH =200 FEET
('K�LhVr-EL DER
Bright People. Right Solutions.
3200 Gateway Centre IWO, Sute 100
Monisville, NO 27560
Phone: [phone]
vAYw.Meinleloer.com
_ INS O
!1,
L -
REVISIONS
DEN CHK
0
SaSTING
DESCRIPTION
DATE
1T1
CHANNEL EDGE
EDGE OF /
1D
ADJUST BASIN BOUNDARY TO
BASIN BOTTOM
F11 EDGE OF
CENTERLINE OF BOTTOM
'
< -2O BASIN BOTTOM
OF PROPOSED BASIN
2
_
(EIF/ATION: 37)
CENTERLINE OF
EXISTING GROUND
O-30ELEVATION:
-----
_----------�_
Z ------
--------37
-40
0+00
1+00
2+00 2+18
50 25 D 50
STATION
50
25 D 50
SCALE 1 INCH = 50 FEET
SCALE: 1 INCH = 50 FEET
VERTICAL SCALE
HORIZONTAL SCALE
('K�LhVr-EL DER
Bright People. Right Solutions.
3200 Gateway Centre IWO, Sute 100
Monisville, NO 27560
Phone: [phone]
vAYw.Meinleloer.com
_ INS O
!1,
L -
REVISIONS
DEN CHK
REV
DESCRIPTION
DATE
OWN APP
ADJUST BASIN BOUNDARY TO
MDI JO
1
900x100, ADD SURROUNDING
5/15/2017
GIS DATA, & PLAN SIZE 11x17
2
ADJUST BASIN BOUNDARY TO
900'x700'x100' TRAPEZOID
MDI JO
827/2017
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0 1
I
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 11 x 17
SITE PLAN
WILMINGTON TERMINAL DREDGE
KINDER MORGAN NORTH 6TH STREET
WILMINGTON, NORTH CAROLINA
(INDEORG
KINDER MORGAN TERMINALS, INC.
500 DALLAS, SUITE 1000
HOUSTON, TX 77002
PERMITTING
PROJECT NO. 20173302.001A
ISSUE DATE 06-27-2017
CURRENT REVISION 2
DESIGNED BY MDI
DRAWN BY MDI
CHECKED BY CGO
APPROVED BY JO SHEET