20120895 Ver 1_CAMA Permit Application_20120927

20120895
CLUE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director Dee Freeman
Secretary
September 26, 2012
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / D &F Major Permit Application Review
Applicant: Riverman, LLC c/o Mark McCarley
Project Location: 712 & 720 Surry St., east side of Cape Fear River, adjacent to CF Memorial
Bridge, downtown Wilmington
Proposed Project: maintenance excavation, new bulkhead and new wharf
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Dow Hw-gett at the address above by October 20, 2012. If you have any questions
regarding the proposed project, contact Robb Mairs at (910) 796 -7423, when appropriate, in -depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
10
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone 910 - 796 -72151 FAX. 910 - 395 -3964 Internet www nccoastalmanagement net
An Eaual Omortuntty 1 Affirmative Action Ernolover

2.
6.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Riverman, LLC c/o Michael McCarley
LOCATION OF PROJECT SITE: 712 & 720 Suny Street, east side of the Cape Fear River, adjacent to the
Cape Fear River Memorial Bridge, downtown Wilmington, in New Hanover County.
Photo Index - 2006: 204 -6657: L -M, 3 -5 2000: 204 -210: L -M, 2 -5 1995: 14 -151: O- P, -3 -5
State Plane Coordinates - X: 2337193 Y: 109042 Rover File: 0- 091110A
Latitude: 34 °02'39.84709 "N Longitude: 77'53'13.30375"W
INVESTIGATION TYPE: CAMA/D &F
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 09/11/2012
Was Applicant Present —Yes
PROCESSING PROCEDURE: Application Received — 09/18/2012 (completed)
Office — Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan — New Hanover Co. /City of Wilmington 2006 Update
Land Classification From LUP — Transitional/Industrial
(B) AEC(s) Involved: PT, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Municipal
Planned — None
(F) Type of Structures: Existing — Buildings and remnant warehouse concrete foundations, access road,
concrete bulkhead and rip -rap, remnant wharf structures.
Planned — Increase dredging depth within authorized limits, new shoreline
stabilization and new berthing facility.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED ULLED OTHER
(A) Vegetated Wetlands (coastal wetlands)
—410 sq. ft.
(B) Non - Vegetated Wetlands
70,000 sq. ft.
1,460 sq. ft.
25,841 sq. ft.
Open Water
(incorporated)
(C) Other — Highground Disturbance
a. 1,440,000 sq. ft.
(a. Spoil site b. bulkhead tie -back system)
b. 16,180 sq. ft.
(D) Total Area Disturbed: 1,553,891 sq. ft. ( -35 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to restore an abandoned existing commercial facility on the
Cape Fear River to continue allowing for berthing of larger vessels, which includes maintenance excavation,
shoreline stabilization and the construction of a new wharf.

Riverman, LLC c/o Michael McCarley,
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 712 and 720 Surry Street, on the east side of the Cape Fear River, just to the south of the Cape Fear
Memorial Bridge, in downtown Wilmington, New Hanover County. To locate the site from the Wilmington Regional Office
(WiRO) travel south on Market Street (U.S. HWY 17) until you reach Martin Luther King, Jr. Parkway (N.C. HWY 74) which
will be located on the right. Turn right and travel west approximately 3.5 miles until you arrive at North 3rd Street in downtown
Wilmington. Continue heading south on North 3`d Street until you reach Castle Street. Turn right onto Castle Street and
continue west until you reach Surry Street. Turn left onto Surry Street until you reach the property of interest, which will be
located on the right after driving south just under the Cape Fear Memorial Bridge. The properties to the south are currently
industrially developed, which includes Colonial Oil Terminals.
The property is approximately 6.9 acres with elevations ranging from approximately 8' to 26' above normal high water
(NHW). The upland portion of the property currently includes two abandoned brick buildings located at the entrance to the
site. The upland portion of the site also includes areas of remnant building/tank farm foundations. The shoreline length is
approximately 680 linear feet and is currently stabilized with a concrete bulkhead and historical fill consisting of rubble debris,
which includes brick and concrete slabs along the shoreline. The northern and southern portion of the site consists of paved
access roads. The central portion of the site along the river consists of remnant dilapidated concrete platforms that were
associated with the previous warehouse facilities along the river and associated dilapidated wooden wharf structures. The
application states that this location was formally the terminal end of Queen Street, which has been filled with the rubble debris
in attempt to stabilize the shoreline from the erosion. The application states that the site was historically utilized for commercial
berthing and warehouse operations preceding the 1940's. Recent site history up until the late 1990's includes dockage and
cargo handling facilities for Union Oil Company and Pacific Molasses Company. Pacific Molasses Company obtained State
Permit No. 198-84 on September 24, 1984, which authorized deepening of the existing berth (700' in length by 100' in width)
to a final project depth of -36' @ Mean Lower Low Water (MI.LLW). State Permit No. 198 -84 expired on December 31, 1997
and it appears that the permit was never renewed.
Upland vegetation consists of wild grasses and hardwood species, primarily oak trees. Existing coastal wetlands on the site
includes a narrow border of Smooth Cordgrass (Spartina alterniora) located waterward of the existing bulkhead on the most
northern end of the property adjacent to an area of the remnant concrete foundations and wharf structures. There is also an area
of coastal wetlands just to the south of these remnant structures along the waterward side of an existing bulkhead and rip -rap
shoreline consisting primarily of Smooth Cordgrass (Spartina alterniora). Several shrubs including Marsh -elder (Iva
frutescens) and Grounsel -bush (Baccharus halimifolia) are present on the landward side of this area of coastal wetlands. Based
on a 09/11/2012 on -site visit and the provided photographs it appears that the existing coastal wetlands are located within an
area of the historical fill, aforementioned (See Sheets 1 through 4 of 9, Project Narrative and Photographs).
The Cape Fear River is approximately 850'wide in the project area and the shipping channel of the Cape Fear River is
approximately 500' wide in the project area and is located approximately 100' waterward of the existing bulkhead and rip -rap
(near bottom edge). The Anchoring Basin in this location is currently maintained at a depth of approximately -3 8' at MLLW by
the U.S. Army Corps of Engineers ((JSACE). The application states that the existing water depth within the berth is
approximately -35' at MLLW.
In the project area, the waters of the Cape Fear River are classified SC, by the NC Division of Water Quality. The project area
of the Cape Fear River is designated as a primary nursery area (PNA), by the NC Division of Marine Fisheries and is closed to
the harvest of shellfish.

Riverman, LLC c% Michael McCarley,
Page 3
PROPOSED PROJECT:
The applicant proposes to restore an abandoned existing commercial facility on the Cape Fear River to continue allowing for
berthing of larger vessels, which includes maintenance excavation, shoreline stabilization and the construction of a new wharf.
Once the existing remnant structures along the shoreline and within the river are removed, the application states the previously
authorized dredging limits of approximately 700' in length by approximately 100' in width footprint would remain as authorized
under State Permit No. 198 -84. The application states that the USACE is planning to deepen the Anchoring Basin to a final
project depth of -42' at MLLW. The applicant proposes a new final project depth from the authorized of -36' at MLLW to
-42'at MLLW to match the current federally maintained channel depth of -38'at MLLW or the potential -42' at MLLW. The
application states that up to approximately 23,500 cubic yards (cy) of material would be removed hydraulically and pumped to
the USACE's Eagle Island Designated Disposal Cell #2, which is located across the Cape Fear River approximately 1 mile
south of the project site. Eagle Island is located between the Cape Fear River to the east and the Brunswick River to the west.
Current dimensions of Cell #2 are approximately 4,500 feet in length by 3,600 feet in width ( -250 acres). The application states
that Cell #2 has the capacity to contain approximately 6,000,000 cy of material. The application also states that once a CAMA
Permit is authorized, they are will proceed with the license or Consent Agreement with the USACE to allow for the use of Cell
#2. The application states that the proposed dredging would commence after the USACE completes dredging of the
shipping channel, which is scheduled for the 4`h quarter of 2012. The application states that the USACE will contract a
specialized dredge to remove rock within the federal channel, which is required to assist in obtaining the proposed
depth within the USACE channel. The application also states that the dredge would be contracted while mobilized
within the project vicinity to maintain the owner's berth along with other privately owned berths.
The application states that a new 809 linear feet (LF) steel sheetpile bulkhead would be located waterward of the existing
dilapidated bulkhead and historical fill to a straightened shoreline alignment. Beginning from the northern portion of the site,
the initial 200 LF alignment would be located approximately 2' waterward of the existing concrete bulkhead and would fill
approximately 60 sq. ft. of Smooth Cordgrass (Spartina alterniora) (See Cross Section 1 of Sheet 9A). The alignment would
then continue towards the south at the location of the existing concrete wall, which would intersect with the existing collapsing
concrete platform. This is the location along the shoreline that appears to have experienced significant erosion over the years,
aforementioned. Due to the existing erosion at this location, the applicant proposes to construct 80 LF of the new bulkhead
approximately 27' waterward of NHW, which would fill approximately 200 sq. ft. of Smooth Cordgrass (Spartina alterniora).
This section would encapsulate the collapsing concrete platform, which includes the associated creosote timbers, piles, rubble,
timber cribbing and historical fill (See Cross Section 3 of Sheet 9A and Photographs).
The new alignment would then continue south a distance of approximately 165 LF approximately 2' waterward of the existing
bulkhead and would fill approximately 150 sq. ft. of Smooth Cordgrass (Spartina alterniora) (See Cross Section 5 & 6 of
Sheet 9A). The alignment would then continue an additional approximately 100 LF to the southern property line, which
approximately 60 LF of this alignment would be landward of NHW by up to 15'. The application also states that the portions of
the collapsed wall and other rubble debris within this section and within the Public Trust Area would be removed (See Cross
Section 7 of Sheet 9B and Project Narrative).
The applicant proposes to construct a new wharf and breasting structure within the existing berth. A new 483' in length by 54'
in width open frame crane rail structure would be constructed. Within these dimensions a platform, measuring approximately
94' in length by 54' in width would be located midpoint of the crane rail structure. The application states the proposed structure
would accommodate ocean going vessels from 195' to 650' in length (See Sheets 5 through 9 of 9, Sheets 9A and 9B and
Project Narrative).
The application states that the only upland development proposed would be associated with the new sheet pile bulkhead tie-
back anchor system. The application states that there is currently no upland development proposed outside of cleaning the
debris off the site and maintaining the vegetation. The application also states that no grading work is proposed and the
existing impervious areas on -site would remain.

Riverman, LLC c/o Michael McCarley,
Page 4
10. ANTICIPATED IlVIPACTS:
The proposed excavation within the existing berth along The Anchoring Basin of the Cape Fear River would disturb
approximately 70,000 sq. ft. of previously excavated bottom area, and would result in the removal of approximately 23,500 cy
of material. The material would be hydraulically pumped to the existing USACE Eagle Island Designated Disposal Cell #2
which has the current capacity to handle up to approximately 6,000,000 cy of excavated material per the direction of the
USACE. It is anticipated that approximately 1,737,000 sq. ft. (-33 acres) of highground would be impacted within the existing
spoil island. It is also anticipated that the applicant would "piggyback" with another facility maintenance event in this vicinity
to reduce costs of mobilization. The proposed new bulkhead would incorporate approximately 1,460 sq. ft. of Estuarine Waters
and Public Trust Areas in the area waterward of the existing concrete bulkhead and historical fill. The proposed bulkhead
would also fill approximately 410 sq. ft. of Coastal Wetlands which primarily consist of Smooth Cordgrass (Spartina
alterniora), which appears to have colonized on the waterward side of the shoreline due to the historical fill. The bulkhead
would disturb approximately 16,180 sq. ft. of highground for the associated backfill and tie -back anchor system. The proposed
crane rail structure and platform would incorporate approximately 25,841 sq. ft. of Estuarine Waters and Public Trust Areas,
which is currently usurped with the remnant structures, aforementioned. The majority of this proposed structure is open
framing.
Submitted by: Robb L. Mairs Date: 09/25/2012 Office: Wilmington

RIVERMAN, LLC
3330 River Road, Wilmington, NC 28412
August 30, 2012
Mr. Robb Mairs
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Hand Delivered
RE: North Carolina Division of Coastal Management
Application for Major Development Permit
Riverman Layberth Facility
712 & 720 Surry St., Wilmington, NC 28401
Dear Mr. Mairs:
Enclosed please find our Application for Major Development Permit for the subject
property complete with DCM Forms MP -1, MP -2, MP -4, Property Deed, Narrative, Gary
Green Engineers Drawings 1 through 9 inclusive, and Notification Letters with Certified
Mail Receipts for the adjacent property owners for your review.
Specifically we are requesting permission to lower our berth to -42 in conjunction with
the anticipated adjacent harbor deepening proposed by the US Army Corps of Engineers.
Additionally we are requesting permission to remove failed structures in public trust
waters, and to replace the failed dock with a new dock and bulkhead as indicated in the
attached drawings.
We have enclosed a check in the sum of $ 47S=0 for the application fee.
Please do not hesitate to contact the undersigned with any questions related to this
request.
Sincerely,
Mic ael E. McCarley
Co Owner, Riverman, LLC
Attach: Application for Major Development Pen-nit, NCDCM, dated 8/30/2012,
Riverman, LLC with supporting documents.
(910) 791 -2411 -FAX [phone]

UT130v RDT( Axifflanq NPOVOR
(last revised 121227106) 2
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Riverman, Llc
Project Name (iF applicable)
Riverman Layberth Facility
Applicant 1: First Name
Michael
MI
E
Last Name
McCarley
Agent/ Contractor 1. First Name
Applicant 2: First Name
MI
Last Name
E
If additional applicants, please attach an additional page(s) with names listed.
Agent/ Contractor 2: First Name
Mailing Address
3330 River Road
PO Box
N/A
City
Wilmington
State
NC
ZIP
28412
Country
USA
Phone No
910 - 791 - 2411 ext
FAX No.
910 -791 -4054
Street Address (if different from above)
City
State
ZIP
ZIP
Email
mike @carolinamarineterminal.com
Phone No. 2
2. Agent/Contractor Information
Business Name
Atlantic Diving & Marine Contractors, Inc.
Agent/ Contractor 1. First Name
MI
Last Name
Michael
E
McCarlely
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3330 River Road
NIA
Wilmington
NC
ZIP
Phone No 1
Phone No. 2
28412
910 - 791- 2411
ext.
910- 395-4777 ext.
FAX No.
Contractor #
910 791 4054
Street Address (if different from above)
City
State
ZIP
Email
mike @carolinamarineterminal.com
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
712 & 720 Surry St.
SR1442
Subdivision Name
City
State
zip
NIA
Wilmington
NC
28401-
Phone No.
Lot No.(s) (rf many, attach additional page with lis(j
910 -791 -2411 e)t.
NIA, 1 , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear River Basin
On the 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 OManmade ❑Unknown
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 ONO
work falls within.
Riverfront Mixed Use
4. Site Description
a. Total length of shoreline on the tract (fL)
b. Size of entire tract (sq.ft.)
680 l-F
6.94 acres
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NIA, I
NWL (normal water leveo
(If many lot sizes, please attach additional page with a list)
+8 to +26 IZNHW or ONWL
e. Vegetation on tract
Scrub oaks and Grasses, Isolated Pockets of Coastal Wetlands Emergent Upon Historical Fill, Debris and Piling
f. Man -made features and uses now on tract
Site is not currently in use. Existing brick office building not in use, bulkheads,failing dock structures, various foundation
remains from tanks, warehouses, buildings, eta, roadways pumpstation, fencing.
g. Identify and describe the existing land uses adiace nt to the proposed project site.
North - NCDOT Cape Fear Memorial Bridge
North (of NCDOT) SunTrust Bank
South- Vacant land Owned by Colonial Oil
h. How does local govemment zone the tract?
I. Is the proposed project consistent with the applicable zoning?
RFMU Riverfront Mixed Use
(Attach zoning compliance certificate, if applicable)
®Yes ❑No j]NA
J. Is the proposed activity part of an urban waterfront redevelopment proposal? OYes ONO
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONO ®NA
If yes, by whom?
I. Is the proposed project located In a National Registered Historic District or does it Involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM 1MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(i) Are there coastal wetlands on the site? ®Yes []No
(ii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ONO
(Affach documentation, if available)
n. Describe existing wastewater treatment facilities.
City sewer available
o. Describe existing drinking water supply source.
Cape Fear Public Utility Authority
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public(Govemment
[]PrivatelCommundy
b. Give a brief description of purpose, use, and dally operations of the project when complete.
Layberth barges, tugs, vessels, etc. Prepare site (dredge rock) in preparation to restore cargo vessel berthing capacity.
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.
Crane mounted on spud barge removing existing deteriated wharf, driven piles by Delmag 16-32 diesel hammer, precast
concrete decking cast in place pile caps. Hydraulic dredge with rock cutting capability.
d. List all development activities you propose.
Repair existing ship berth dock and dredge to -42 MLLW (or to match USACOE dredging depth in accessible federally
maintanined channel).
e. Are the proposed activities maintenance of an existing project, new work, or both? Both, Repair existing ship berth and
dredge to -42' MLLW
E What is the approximate total disturbed land area resulting from the proposed project? NIA ❑Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ONO, ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No []NA
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 []NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additionallnformattion
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (f) 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 mail 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 Colonial Oil Phone No. 910 - 762 -1747
Address 1002 S. Front St. Wilmington, NC 28401
Name NCDOT Bridge Maintenance Phone No 910 - 341 -200
Address 5501 Barbados Blvd. Castle Hayne, NC 28429
Name SunTrust Bank c/o Sandi Spiers Phone No. 910 - 509 -5807
Address 1979 Eastwood Road, Wilmington, NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
State of North Carolina Department of Natural Resources and Brownfield agreement with state of NC has been applied for
Community Development and Coastal Resources 04/24/12
Commission Permit Number 198-84
h. Signed consultant or agent authorization form, if applicable.
i. 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 Cn. j I ?� Print Name Michael E. McCarley
Signature �Y\
Please indicate application attachments pertaining to your proposed project.
MDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information

Form ®CM MP -2
(Except for bridges and culverts)
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
9. EXCAVATION []This secSon not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubicyards, silts and marl
23,500 ' note that 50 feet of 100 feet is in federal channel
c. (i) Does the area to be excavated include coastal wetiandslmarsh
(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.
To provide berthing of commercial barges and ships up to length
of 650 feet.
d. High - ground excavation in cubic yards.
0
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area
Corps of Engineers maintained cells on Eagle Island per refer to permit drawings
liscene with the Corps of Engineers
c (1) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlandsimarsh
(CM, 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
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, when:?
Corps of Engineers cells on Eagle Island
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes. how much water area is affected?
?a? f3GS °2OOS .. 1-04S -41R. OAST .. i'afsarnvnt,net revised, 12126M
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
700
Width
100 "
Avg. Existing
34.7 ft MLLW
NA
NA
Depth
Final Project
42 ft MLLW
NA
NA
Depth
9. EXCAVATION []This secSon not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubicyards, silts and marl
23,500 ' note that 50 feet of 100 feet is in federal channel
c. (i) Does the area to be excavated include coastal wetiandslmarsh
(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.
To provide berthing of commercial barges and ships up to length
of 650 feet.
d. High - ground excavation in cubic yards.
0
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area
Corps of Engineers maintained cells on Eagle Island per refer to permit drawings
liscene with the Corps of Engineers
c (1) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlandsimarsh
(CM, 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
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, when:?
Corps of Engineers cells on Eagle Island
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes. how much water area is affected?
?a? f3GS °2OOS .. 1-04S -41R. OAST .. i'afsarnvnt,net revised, 12126M

IJ(("51 j ittjU'- 1 u ill, P- 1cic :! c o7 2"
3. SHORELINE STABILIZATION ❑ This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other.
c Average distance waterward of NHW or NWL• -1.07 ft
e. Type of stabilization material:
Steel Shoot Piles
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 1459.5 Riprap
Breakwater /Sill Other
i Source of fill material
borrow
b Length: 809
Width Sheet thickness - 112 inch
d Maximum distance wateiward of NHW or NVVL: 27 It re. 1 location
f. (i) Has there been shoreline erosion dunng preceding 12
months?
❑Yes ❑No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information
h. Type of rill material.
sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be olaced in coastal wetlandsimarsh (CM.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (86), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL []None
(i)i 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 (o g , dragline,
controlled? backhoe, or hydraulic dredge)?
Excavated (dredged) material in Corps disposal. Any fill behind hydraulic dredge for berth excavation
landward of new sheetpile (between existing and new)
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
1& 3 Mike McCarley /Atlantic Diving & Marine Contractors Inc
Date Applicant Name
C'
Riverman Layberth Facility CV \-S
Applicalia
Project Name
dt, :t :•. 1-4

Fot'9'1'i ®CM MP-4
(Construction within Public Thrust Are2S)
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.
1. DOCKING FACILITYINARINA CHARACTERISTICS
a. (1) Is the docking facility/manna:
®Commercial ❑Public/Government ❑Private /Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
c. (1) Dock(s) and/or pier(s) d. (!)Are Finger Piers included? []Yes ®No
(ii) Number 1 "Open frame "crane rail structure' If yes:
(ii) Length 483' (ii) Number
(iv) Width 53.5' see 1 e below for solid deck portion (iii) Length
(v) Floating []Yes ®No (iv) Width
(v) Floating ❑Yes []No
e. () Are Platforms included? ❑Yes ®No f. (i) Are Boatlifts induded? []Yes ®No
If yes: If yes:'
(ii) Number 1 (portion of 1.c above (ii) Number
(iii) Length 93.5' (iii) Length
(iv) Width 53.5' (iv) Width
(v) Floating ❑Yes ®No
Nato: Roofed areas am calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
1 ❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 (previously a berth with dredge permit) ❑ Dockage, fuel, and marine supplies
❑ Dockage (;net slips ") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe -
Berth for Deepwater Ships and Barges
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water, dredging for basin and/or channel
❑Open water; no dredging required
[]Other, please describe:
k- Typical boat length- 195' to 650'
m. (1) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
1. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Commercial barges (195'x35') to Ships (650 feet +/- LOA)
I. () Will the facility be open to the general public?
[]Yes ®No
2662.808 -2808 :s 1 -8884 tCOAST :: V- J% Ajons- nCCo;aztalmana_goma.,1t.not revised: 12/27/06

Form DCe%4 NIP-4 (Straictures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This secfion not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location: N/A
❑ Showers
❑ Boatholding tank pumpout; Give type and location: NIA
b. Describe treatment type and disposal location for all sanitary wastewater.
CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER AVAILABLE FOR ANY FUTURE SITE DEVELOPMENT
a Describe the disposal of solid waste, fish offal and trash.
NIA NOT A MARINA
d. How will overboard discharge of sewage from boats be controlled?
N/A NOT A MARINA
e. (1) Give the location and number of 'No Sewage Discharge' signs proposed.
0 NOT A MARINA
(ii) Give the location and number of °Pumpout Available" signs proposed.
0 NOT A MARINA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NIA NOT A MARINA
g. Where will residue from vessel maintenance be disposed of?
NIA NOT A MARINA
h. Give the number of channel markers and `No Wake' signs proposed 0
I. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality
NONE
j. What will be the marina policy on ovemight and lire- aboard dockage?
N/A NOT A MARINA
k. Describe design measures that promote boat basin flushing?
NIA DREDGED AREA IS WITHIN EXISTING RIVER FLOW AREA ADJACENT TO EXISTING DREDGED CHANNEL
1 If this project Is an expansion of an existing marina, what types of services are currently provided?
N/A NOT A MARINA
m. Is the marina /docking facility proposed within a primary or secondary nursery area?
Wes ❑No
252- 508 - 2808 :: 9- 888ARCO AST :: vfwvr.baecoabtkaiananacremea3f, saes revised: 12/27/06

Form DCM MP -4 (Structures, Page 3 of 4)
n. is the marina/docking fadity, proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlandstmarsh (Cllr, 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
[]WL ®None
p. Is the proposed marinaidocking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
if yes, give the name and address of the leaseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. @ is the boathouse structure(s),
❑Commercial ❑PubliclGovernment ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from drlpMe dimensions
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) [9 This section not applicable
a. (i) Number
(H) Length
(ii) Width
5. BREAKWATER (e g., wood, sheetpi /e, etc.) ®This section not applicable
a. Length b- Average distance from NHW, NAIL, orwetlands
c. Maximum distance beyond NHW, NWL or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
[-]Commercial ❑Public/Govemment ❑Prlvate/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present:
e. Are of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
262-908-2808;: 1- 536- ARCOAST :: revised: 32/2T/Q-6

= c"'9-�7-� U C;: h .i1fJF'0- ?. is'Li0.9i'tk,lg' ?s', P._Igc' -' 13 •4J
7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
44 Ft & 130 Ft for Wharf downstream and upstream
respectively
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
450 to 530 feet for channel / 850 to 950 feet for shorelines
e. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented
b. Proximity of structure(s) to adjacent docking facilities.
580 upstream on same shoreline, 1500 feet downsteam on
same shoreline and 720 feet across water body
d. Water depth at waterward end of structure at NLW or NWL
22 to 37 feet, referenced to MLLW, along berth
8. OTHER [3 This section not applicable
a. Give complete description
Project will replace existing deteriorated wharf and bulkhead with new wharf and bulkhead
Dale
Riverman Layberth Facility
Project Name
Mike McCarley, Atlantic Diving & Marine Contractors, Inc
App is .M
Applicark Signature
..r� "t41111�: -"'I' i rt'.o .-'�;',Si ;'a ii�il 'ftr, "U�J.S?s; C:.PC :{ ti1�217!<I1I, " �' -c• i ti

RIVERMAN
SURRY STREET CAMA PERMIT APPLICATION
NARRATIVE
August 2012
TABLE OF CONTENTS
INTRODUCTION:
CRITICAL TIME SENSITIVE APPROVAL:
LOCAL AND STATE ECONOMIC VALUE OF THE PROJECT
TIMELINE
PREVIOUS USE:
CURRENT STATUS:
PROPOSED WORK:
DREDGING
REMOVAL OF FAILED STRUCTURES & DEBRIS
NEW WHARF & BREASTING STRUCTURES
SHORELINE STABILIZATION
UPLAND DEVELOPMENT (NOT APPLICABLE)
SITE PHOTOGRAPHY:
p. 2
p. 3
P. 5
p. 6
p. 7
p. 12
1

INTRODUCTION:
The purpose of work proposed by this application is to restore vessel berthing capability to an existing,
though abandoned, waterfront terminal on the Cape Fear River in Wilmington, NC.
Scope of work:
• Deepen the berth to -42' MLLW (but not deeper than the accessible* federally maintained
channel) by removing sand, silt and rock requiring specialized rock dredging equipment.
• Remove failed timber and concrete dock structures that are in decay and are falling into public
trust waters.
• Install new shoreline stabilization consisting of a sheet pile bulkhead, concrete cap, and tie
backs. Prevent further erosion of timber, concrete, rubble, and fill by stemming erosion and
encapsulating undermining structures within the sheet pile wall.
• Replace failed dock structures with new functional berthing facilities.
*The United States Army Corps of Engineers is soliciting bids to deepen the Wilmington Anchoring Basin
to -42' MLLW south of the Cape Fear Memorial Bridge. This adjoins the southern limit of the subject
property and will permit access and utilization of the berth (with herein proposed improvements) to -42'
MLLW.
N

CRITICAL TIME SENSITIVE APPROVAL:
PROPOSED DREDGING MUST BE PERFORMED IMMEDIATELY FOLLOWING CORPS' DREDGING
SCHEDULED FOR THE 4T" QUARTER OF THIS YEAR
Approval must be received in time to enable rock dredging to coincide with the Corps' project
Foreseeably, this will be the ONLY OPPORTUNITY that will ever be economically viable to remove the
rock from the site.
It is unlikely the necessary rock dredging equipment will ever be operating again in the Cape Fear River
after this dredging cycle. If permits are not received in time to take advantage of this opportunity, the
historical utilization of this site as a commercial cargo berth, along with its economic benefits, will be
permanently lost for Riverman, Wilmington, and the State of North Carolina.
LOCAL AND STATE ECONOMIC VALUE OF THE PROJECT
Restoration of commercial cargo operations at this berth requires service to vessels with drafts of 36' to
40' ( +2' over dredge). Restoring commercial utilization of the berth will provide opportunities for
product export or import that will provide jobs to the local and state economies.
As an import facility, the provision of raw material at competitive pricing provides manufacturing and
other local industries an economic advantage.
As an export facility, the facility would provide an outlet for products manufactured within the state for
international trade.
Transportation of products to and from the facility will provide jobs for local trucking and rail companies
and the industries that serve their needs.
In summary, the economic benefits of revitalizing this facility include (but are not limited to):
• Initial construction investment an associated jobs.
• Increased property value and tax revenue.
• Employment opportunities for port personnel, maintenance personnel, ship chandlers,
tug companies, line boat operators etc.
• Employment opportunities in the transportation industries and those providing their
expendable commodities.
• Reduced manufacturing costs for local industries served by less costly raw materials,
and /or
• Providing an outlet for export of products manufactured within the state.
3

TIMELINE
The timeline provided below indicates Riverman, LLC has worked diligently to secure (purchase) the
property and restore its utilization as a commercial berth since learning of the United States Army Corps
of Engineers intent to deepen the Wilmington Harbor south of the Cape Fear Memorial Bridge.
We respectfully request the agencies reviewing this request will join us ensuring this time critical
opportunity for the region and the state is not missed.
Second Quarter of 2012
• Riverman, LLC became aware of United States Army Corps of Engineers intent to dredge the
Wilmington Harbor to -42 MLLW south of the Cape Fear Memorial Bridge.
• Riverman initiated negotiations to purchase the subject property because the Corps' deepening
project would restore economic viability to the site for commercial cargo berthing operations.
• Riverman simultaneously applied for a Brownfields Agreement for the subject property.
June 2012
• Riverman closed on the sale of the subject property.
Third Quarter of 2012
• Riverman's discussion with potential clients reveals the berth itself must be deepened to be
economically viable for modern cargo vessel utilization.
• Riverman probes the berth July 30 & 31 and determines rock dredging equipment is required.
• Riverman learns the Corps' work is likely to commence the fourth quarter of this year and all
dredging will /must be completed by January 31, 2013.
• Riverman accelerates engineering, surveying, and necessary work required to submit this
application for approval. Pre - submittal reviews of the application commence with Mr. Robb
Mairs NCDENR in August 2012.
Fourth Quarter of 2012
• Corps of Engineers scheduled to dredge project. CAMA permit required in time to negotiate and
schedule rock dredging equipment immediately following Corps dredging.
4

PREVIOUS USE:
Aerial photos, property records, and other historical research document the property has been utilized
for commercial berthing and warehouse operations preceding the 1940's.
Recent site history (late 1900's) includes dockage and cargo handling facilities for Union Oil Company
and Pacific Molasses Company. The Pacific Molasses Company received Permit Number 198 -84 from
the State of North Carolina Development of Natural Resources and Community Development and
Coastal Resources Commission on 9/27/84 to deepen 700'x 100' of the existing berth to - 36'MLLW.
Piling, substructures, and debris remain from older wharf and warehouse facilities extending the length
of the entire shoreline of the property. Much of these structures (including the terminal end of the
former Queen Street) has fallen into decay eroding into the public trust waters of the Cape Fear River.
The final section of this narrative contains photographs indicating the extent of previous warehouses,
docks, Queen Street, and other facilities that once stood upon the site.
5

CURRENT STATUS:
Moorings, various structural remains, tank and other foundations, and the remains of dock structures
collapsing into the Cape Fear River are currently found on the site and in public trust waters. Based
upon the age of the structure, much of this eroding material is likely to be coal tar creosote timber.
The abandoned property fell into foreclosure and was purchased by Riverman, LLC on June 13, 2012.
A Brownfields application was filed on April 24, 2012 by Riverman and is being processed by NCDENR,
Division of Waste Management, in order to promote beneficial use of the property.
Probing of the berth on July 30, and 31, 2012 revealed rock as high as -35' MLLW, indicating the desired
depth of the berth as permitted by Pacific Molasses Company in 1984 was not entirely achieved. Failure
to achieve the permitted depth was likely due to the absence of specialized equipment required to
remove rock.
Riverman, LLC, in conjunction with its sister company, Carolina Marine Terminal, Inc., is evaluating
potential clients. These prospects have indicated they will not consider a berth with less than 38 feet of
draft. A minimum berth depth of -38' MLLW is thus required to restore the property's use as a cargo
ship berth in today's market\
Prudence dictates the berth should be lowered to match the elevation proposed for the US Army Corps
of Engineers deepening project of -42' MLLW at this time. The necessary equipment to dredge the rock
may never return to the Cape Fear River.
Supplementing the photos in the previous section, the following photos show the current condition of
the property including views of the failed dock structures collapsing into public trust waters. Much of
the Pacific Molasses pier is now lying on the bottom of public trust waters.
In the last section of this narrative, photos are provided showing the current condition of the property.
These photos show much of the Pacific Molasses pier is now lying on the bottom of public trust waters.
Piling and other debris remain from warehouse facilities in use during the 1940's. The former terminal
end of Queen Street has eroded into the Cape Fear River and erosion is undermining the timber
cribbing, concrete bulkheads, and timber and concrete decking from which the Pacific Molasses pier
extended. As these structures continue to erode, more debris is entering the public trust waters
including creosote treated timbers.
N.

PROPOSED WORK:
DREDGING
Riverman, LLC submits this application to prepare the berth to receive vessels requiring 42' draft.
Absent the ability to service such vessels, it is unlikely facility can economically be returned to, and
maintained in, its historical use as a cargo ship berth.
Timing is critical. The upcoming dredge window may be the ONLY opportunity
this property will ever have to be restored to use as a cargo ship berth.
Coincident with the shipping industry's increased draft requirements, and the potential economic
advantage (or alternative loss); the Army Corps of Engineers is soliciting bids to deepen the Wilmington
Harbor Anchoring Basin (i.e. adjacent federally maintained channel) to -42 MLLW. The Corps will
mobilize and employ rock dredging equipment that does not otherwise operate in this region for this
work.
Rock as high as -35' MLLW at the subject berth necessitates the use of such rock dredging equipment to
obtain the industry's dictated minimum of -38' MLLW, and more desirable and competitive -42' MLLW.
For this work to be economically viable it must be performed in unison with the mobilization of
specialized equipment for the Corps' project. This work is scheduled for the dredging window in the 4 t
quarter of this year which closes January 31, 2013.
If the subject berth is not dredged during the same dredging window as the Corps' project, it is unlikely
that it will ever be economically viable to deepen the berth (due to the prohibitive cost of mobilizing
necessary equipment for such a small project). Failure to deepen the berth in conjunction with the
Corp's project will be a loss, not only to Riverman, but also to Wilmington and the State of North
Carolina. Vessels the berth might accommodate will be forced to call on other private ports, likely in
South Carolina and Virginia, who can meet the modern berth requirements. Construction, trucking, and
permanent employment opportunities, property tax revenue, product production and export revenues,
or economic benefits from cost effective material import capacity generated by such a facility will be
lost to a neighboring state.
We therefore respectfully request approval of this permit in time to enable Riverman to negotiate a
contract with the Corps' successful dredger, and complete rock removal immediately following the
Corps' dredging, and prior to the closing of the dredge window on January 31, 2013.
We note the area of dredging is as per the Pacific Molasses Company Permit Number 198 -84 from the
State of North Carolina Development of Natural Resources and Community Development and Coastal
Resources Commission to deepen 700' x 100' of existing berth. Our request is to deepen this area to
match the depth of the current Corps project, and in keeping with modern vessel requirements.
7

REMOVAL OF FAILED STRUCTURES & DEBRIS
As indicated in preceding sections and photos, the Pacific Molasses Company's dock including creosote
timbers and concrete has failed. Much of this structure has already collapsed into public trust waters.
In preparation for dredging, and for other site improvements and construction, the remains of this pier
will be removed.
On the southern end of the property, portions of a failed bulkhead that has fallen into the river, as well
as concrete, brick, and other debris and rubble will be removed and or encapsulated by the proposed
sheet pile stabilization.
NEW WHARF & BREASTING STRUCTURES
This application provides for construction of:
• four breasting dolphins on pipe piles
• 483' x 53' -6" "open frame" crane rail consisting of two crane rails, brace beams at 30' on center,
and required pipe piling supports
• 93' -6" x 53' -6" service platform decking constructed on the crane rail structure (Approx 5,000
SF).
SHORELINE STABILIZATION
Proposed shoreline stabilization consists of 809 If of steel sheet pile bulkhead with concrete cap,
tiebacks, and anchors.
Review of photos in the last section of this document demonstrates the extensive erosion that has
occurred at this site. In 1949 the former terminal end of Queen Street is identifiable to the water ward
limit of the platform that is now collapsing. The end of Queen Street (once between two warehouse
structures) north of the platform is now gone. The bulkhead, cribbing, fill, timbers and concrete of the
platform (once a filled warehouse foundation) are now eroding into the public trust waters of the Cape
Fear River. The proposed shoreline stabilization will stem this erosion of this material and debris into
the public trust waters.
The location of the stabilization has been chosen to minimize the impacts to coastal wetlands, stabilize
the shoreline for functional utilization of the site, and to contain and encapsulate debris that is
collapsing into public trust waters.
8

Notes on existing coastal wetlands:
- On July 10, 1996 the U.S. Army Corps of Engineers provided a Notification of Jurisdictional
Determination stating:
"There are no wetlands present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344)."
- The applicant acknowledges this determination has expired, and acknowledges the presence of
coastal wetlands species currently on the site.
- All coastal wetlands species have emerged subsequent the 1996 determination upon concrete,
timbers, bricks, and other rubble from collapsing structures or that has been otherwise placed in
public trust waters by previous property owners as shoreline stabilization.
Considerations and impacts of the proposed shoreline stabilization are as follows:
1. The proposed new shoreline stabilization would start at the north end of the property and run
along the existing concrete wall (believed to be supported on timber cribbing). The sheets would
be placed as close as practical to the existing wall (approx. 2'). In front of the existing wall is a
30' long isolated strip of coastal wetlands plants, 3' to 8' wide, that have emerged on ruble and
remains of previous structures (approx. 60 sf affected by the new wall). (See application drawing
cross section 1 sheet 9A and photos in the final section of this narrative.)
2. The new steel wall is proposed to continue straight beyond the southern limit of the existing
concrete wall to intersect an existing collapsing platform. There is triangular shaped eroded
region (formerly the terminal end of Queen Street) that has been partially filled with broken
concrete and other rubble in an apparent attempt to stabilize this region. At the widest point
the current MHW line is approximately 27' landward from the proposed sheet pile alignment.
An isolated strip of coastal wetlands plants 31' long by 5' to 7' wide has emerged at the base of
this rubble (less than 200 sf of wetland plants affected, and less than 625 sf of fill below normal
high water, by the proposed work in this region). (See application drawing cross section 3 sheet
9A and photos in the final section of this narrative.)
We believe it is justified to encapsulate this region and fill behind the bulkhead for the following
reasons:
Functionality of the site by providing a contiguously aligned bulkhead
Minimal size of the region
Limited value of the small isolated wetlands pocket that has emerged on top of rubble
Encapsulation of rubble and control of erosion entering public trust waters
The region was previously filled as the terminal end of Queen Street.

3. From the preceding intersection, the proposed sheet pile bulkhead would turn west, and then
turn again heading south, encapsulate a collapsing platform constructed on fill consisting of
concrete decking on creosote timbers, piles, rubble, and timber cribbing and fill. Erosion of the
fill beneath the northern limit of this platform now allows water to enter beneath at high tide
for the northern 14' section which is now collapsing into the water. (See photos in the final
section of this narrative). Encapsulating this area will prevent further erosion of fill and debris
into public trust waters.
4. At the southern limit of the platform the proposed steel bulkhead would turn landward,
continue south, and then turn water ward again in order to minimize impact to coastal wetlands
that has emerged on brick, concrete and other rubble. (See cross sections 5 & 6 sheet 9B in the
application drawings and photos in the final section of this narrative.) The sheet pile will be
constructed as close as practical to existing concrete structures. Most of this portion of the
bulkhead wall will be located at or above high water with minimal impacts to the wetlands
plants at the north and south wall returns, and for about 20' along the southern portion
paralleling the river (less than 150 sf total affected wetlands).
5. Finally the sheet pile wall will continue to parallel the river to the southern end of the property
and then return landward. In this region (See cross 7 sheet 9B in the application drawings and
photos in the final section of this narrative) portions of a collapsed wall, and other debris that
has fallen or been placed in public trust waters, will be removed to restore a straight alignment
where there historically had been a barge dock.
10

UPLAND DEVELOPMENT (NOT APPLICABLE)
This application is made for dredging, dock, and shoreline stabilization to stem the erosion of debris and
fill into public trust waters of the Cape Fear River.
No upland development is included in this application.
The owner is cleaning debris from the site and maintaining overgrowth to preclude gang and homeless
presence, and to make it more aesthetically pleasing to the community including those utilizing the Cape
Fear Memorial Bridge.
No grading work is proposed and impervious surfaces are to remain "as is" except as required to install
water dependent structures, specifically the shoreline stabilization (sheet pile wall and tie backs) as
identified in this application.
The deepening of the berth and the installation of moorings are prerequisites for the owner to solicit
specific clients. The owner cannot obtain the interest of prospective clients, or enter into contracts to
provide services absent such improvements. The specific (future) utilization of the upland portion will
depend on the specific client(s) needs which are to be determined. The owner understands and agrees
that any future upland development will require permitting by the appropriate agencies.
11

SITE PHOTOGRAPHY:
Below is a 1949 aerial photograph of the site. The former terminus of Queen Street (now abandoned)
may be observed dividing two buildings (warehouses) adjacent the Cape Fear River.
North of Queen Street is a building (warehouse) on the river side of the existing concrete wall identified
in paragraph 1 of the preceding section continuing beneath the current day Cape Fear Memorial Bridge.
Queen Street itself appears to be filled to the river side limit of the adjacent warehouses. This is the
location of the current eroded triangle between the southern end of the remaining concrete wall and
the northern limit of the existing collapsing platform identified in paragraph 2 of the preceding section.
South of Queen Street is a building (warehouse) situated on the existing remains of the platform
constructed on cribbing and concrete bulkheads, debris, fill, and piles identified in paragraph 3 of the
preceding section.
The installation of shoreline stabilization as proposed will stem further erosion of sediment and debris
into public trust waters from the site.
12

The following photographs depict the extent of the 30' strip of coastal wetlands that has emerged on
debris in front of the concrete wall discussed in paragraph 1 of the preceding section.
TOP VIEW
LOOKING NORTH
(Note piles and debris from previous warehouse structure.)
13

The following photo (looking south) further illustrates piles from the previous warehouse structure and
the concrete wall that continued north of Queen Street.
14

The following photos show the triangular eroded area where the terminal end of Queen Street used to
be, as discussed in paragraph 2 of the preceding section. Note the debris that has been placed to try to
control the erosion, and the isolated patch of coastal wetland plants that have emerged at the base of
this debris.
LOOKING SOUTH LOOKING NORTH
LOOKING EAST
15

The following photos show the section of platform constructed on debris, rubble, timber cribbing and
concrete bulkheads which is collapsing into public trust waters. Erosion from within the cribbing has
permitted water to enter under the northern 14' segment at high tide. Encapsulating this region (once
bulk headed and filled) will prevent additional erosion of fill, debris, and (possible creosote) timbers into
public trust waters.
LOOKING SOUTH
j7d
VIEW BENEATH COLLAPSING STRUCTURE
Note remains of timber cribbing wall, rubble
and fill currently eroding into the river
precipitating the collapse of this structure.
SECTION CONTINUED ON NEXT PAGE
16

The following 1998 and 2002 aerials show the extent of the fixed pier that once served the Pacific
Molasses Plant.
* t.
g 5
E
1998 aerial photo 2002 aerial photo
w
Pe�
is
The following photos show the remains of this pier collapsing into public trust waters. Proposed work
includes removing this debris from above and below water, and encapsulating the landward structures
that have or are beginning undermined as discussed in paragraph 3 of the preceding section, thus
preventing further erosion into public trust waters.
LOOKING SOUTH WEST
LOOKING WEST LOOKING NORTH WEST
SECTION CONTINUED ON NEXT PAGE
17

The following photos identify the region of coastal wetlands that has emerged upon debris and rubble to
the south of the dock remains as discussed in paragraph 4 of the preceding section. Here the proposed
bulkhead will step landward up to and partially above the high water line. There will be minimal impacts
to the wetland area at the two points were the wall steps back, and for the limited area to the south
where the wetlands adjoins the existing concrete wall.
LOOKING SOUTH LOOKING DOWN @ NORTH LOOKING DOWN @ SOUTH
Most of sheet pile wall will be SHEET PILE OFFSET LOCATION SHEET PILE OFFSET LOCATION
landward of the limit of vegetation.
SECTION CONTINUED ON NEXT PAGE

The following photos show remains of a concrete wall that has fallen into public trust waters as well as
debris that has fallen or been placed into public trust waters as discussed in paragraph 5 of the
preceding section. Portions of this debris are to be removed, and portions to be encapsulated by the
proposed new sheet pile wall. The new straight alignment will be as close as practical to what was once
a bulkhead and barge dock, and will stop erosion and debris from continuing to enter public trust waters
in this area.
COLLAPSED WALL AND DEBRIS
19

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PROJECT SITE
LAT. 34' 13' 33.40" N
LONG. 77' 57' 04.29° W
CITY OF
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WORK: ORIGINAL RIVERMAN LAYBERTH FACILITY E N c 1 N s 9 R s
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DATUM: NAVD88 APPUCANL• RIVERMAN LLC WATER BODY: CAPE FEAR RIVER
ADJACENT PROPERTY OWNERS: 3334 RIVER ROAD STREET: SURRY STREET
1. COLONAL INDUSTRIES CITY COUNTY: VLMINGTON NEW HANOVER
2. NC DEPT OF TRANSPORTATION WILMINGTON, NC 28411 PATE_ 9/15/12 SHEET 1 IDF 9

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1. coLaNIal. IND T�IEs
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DATUM: NAVD88 APPLICANT: RIVERMAN LLC WATER BODY, CAPE FEAR RIVER ADJACENT PROPERTY OWNERS: 3330 RIVER ROAD STREET: SURRY STREET
1, COLapK MNUSTRIES CITY COUNTY: WILMINGTON NEW HANOVER
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WORK: ORIGINAL RIVERMAN LAYBERTH FACILITY GN G 1 �"s e e sg
Po BOX 9W13 Aux+ HC 27024
DATUM: NAVD88 APPLICANT: RIVERMAN LLC WATER BODY: CAPE FEAR RIVER
ADJACENT PROPERTY OWNERS: 3330 RIVER ROAD STREET: SURRY STREET r. COLOMAL IMMMEs CITY COUNTY: WILMINGTON NEW HANOVER
2. KC DEPT OF MMSPMTATiON WILMINGTON, NC 2841 i DATE. 9/15/12 SHEET 8 OF 9

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WILMINGTON, NC 28411
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QTY / COUNTY: WILMINGTON/ NEW HANOVER
DATE: 9 /15/12 SHEET 9 OF 9

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DATE: 9/15/12 SHEET 9A OF 9
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DATE: 9/15/12 SHEET 9A OF 9

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3
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t, COLONIAL @IDllSifIIES
CITY COUNTY: WILMINGTON NEW HANOVER
2, MC DEPT OF TRANSPORTARON
WILMINGTON, NC 28411
DATE: 9/115/12 SHEET 98 OF 9

oFOR JENNI; R10IlJ },ACNEISH OF GEED'
M
NEW HHNOVER COUNTY, )
!I lul�lf' �I�pl�9 2�i2 JI;iJ 13 03 14 24 P,
2012019735 BK 5647 PG 2221 -2225 FEE $26 00
KC REV STW $2,3M 06
1611 � NOR
F'%,W Tat $ Parcel m R0 53 1 2 -004 -001, R05312405-003
$2,300-00 P,05312- 005 -004
Prepared by and Return to *9 MORRIS MANNIN0 AND l�1 ART1t�i. L -LP
1000 Park Plaza, Ste 350
Dufiam, NC 27713
BnefDesmpoon for the Index I 3 Tracts - SMY ��140t dmmgton,
LNew Hanover C
NORTH CA ROLINA SPECLAL WARILAIV"rY DEEPS
THIS DEED made this 1 "day of June, 2011, by and between
GRANTOR
CRM Mid Atlantic Properties, LLC, a
Georgia limited liability company
Whose mailing address is
c/o StmTinat Bank
303 Peachtree Sued, N F, 36' Floor
Atlanta, GA 30303
GRANTEE
RMR/MIAN, LLC
Whose mathng address is
3330 Rivet Road
Wilmingtor, NC 28412
rnw m appsapaata block for reob Party name, addre�, and if WgaaP a Ct18taGt6 of amt}, 69 cmpmatum m Pmtarn -P
the destgpattoe tiraatoT and Gaa*A as ued mama, r Wl)ncb& sad patua, tteir hare, suc=nmi, and amsm% fad
Sbdl maws smgutar, pb -A, um =&r- fammm a neuter m manned by =1ta d
WII MSETH, that Grantor, for and m cons dwattoa of the sate ofTen
and No/100 Dollars ($10 00) and abet good and valuable conmderatton m hand
paid at and before tho delivery of these presents, the receipt and suffictaacy of
which are hereby acknowledged. has granted, bargained, sold, transferred,
conveyed and confirmed and by these presorts does grant, bargaln, selI, and
convey tmto the Grantee m fee mmple, all that certain trad orparcel of [and lying
and being mNew Hanover County, North Carobna, being more particularly
doscnbcd on bit (the "Property'} attached hereto and incorporated hewn
byreference
The Property heremabove descnbed was acgmrcd by Gratrtar by
mst o ent recorded in Book 5586, Page 843, New Hanover County Regstry
All or a porhonof$te PropertYllc t conveyed does not include the
pninary restdem of Qm1or
+

TO HAvE K14D TO BOLD the aforesaid Property and all privileges and
appurtenances thereto belonging to the Grantee is fee simple
Aid Grantor covenants with Grantee, that (traitor has done nothing to
title to impair such title as Grantor received, and Grantor will warrant and defend
the title against the lawful chum of all persons claiming by, under or through
Grantor, except for the exceptions heremapter stated
Title to the Property is sabiect to the following exceptions (r) the lien of
real estate taxes, taxes =posed by speeral assessment and water, sewer, vault,
public space and oth= public charges which are not yet due and payable, (n) all
applicable laws (including zonnig, building ordinances aW land use rogelations),
(ni) all easements, reslnctions, covenants, ag' menu, conditions, or other
matters of record, and (1v) all matters that may be revealed by a currant and
accurate survey or inspection of the property
Ormilor makes no warranty or represeutabon as to the condition of the property or
auy improvcrnents thereon, mcludmg without limitation, any latent or envnromnOnW
defects in the property or m any nuprovements thereon and the serviceability or fitness
for a particular purpose of the property or any umprovemcnis thereon, and Grantee
accepts the property and anytinproveii is thereon "A5 IS" without recourso against
Grantor
[Signature page follows]

IN WrnjM WOOF, Grantor bas caused tits instrument to be
signed in its amine Sus I" day of J une, 2012 and dsltvered as of be date, urd_oated
on the first page of this Deed
GPAMOR
CM NIIl)- ATLAMCFROURTM.
LLct4t
a Georgia hinted hablw
By
hmit
By
Name Tu
Tate VicaPiemdent
unty, 1 or t Gl t`t
Wake co 'llsJ
I certify that the foPowing person personally appeared before me this day and
wjmowledged to me that he or shs vclun`anly sl9 ted the foregoing document for the
purpose stated therem and in the capacity mdicawd 'Timothy Lairmalas, Vice President
CRM M D4MANTICPROPERTM, LL.C, a Georgia intuited bAdrtyo o=p any
by CRIA Properties Mwmga I LC, a Georgia hmite6 Lability campanY, Its sole
member
Date
&- I- ;000 --
My Commisstork Expires
[Affix Notary Stamp or Seal)
KAREN D PULLEY
Notary Public
Franklin County
North CarDhRa
My �ommissioo Expires Fkb 1 2016
� ;3(;)
14 Pnbli �j� ,
PrmtName b rt� �-l�

Rxhi.bit "A"
Located in the City of Wilinnington, County of New Hanover, State of North
Carolina
Comratmee at an. exmttag concrete monument located in the centerline of Scary Street at
Its Intersection with the centerline of Queen Street, thence, South 20 degrees 26 minutes 1 l
seconds West, a distance of 75 14 feet to the point of Beginning, thence, along and with the west
rda of way Ime of Surry Street, South 05 degrees 37 rninutes 00 seconds East, a distance of
229 50 feet to an existing im pipe, thence, South 84 degrees 23 minutes 00 seconds West, a
distance of 110.00 feet to an existing iron pipe, thence, South 05 degrees 37 minutes 00 seconds
East, a distance of 132.00 feet to a neat In asphalt; thence, South 84 degrees 23 minutes 00
seconds West, a distance of 474 00 feet to a nail in asphalt, thence, South 94 degrees 23 minutes
00 seconds West, a distance of 205 00 feet (approximate) to the Eastern Harbor Line of the Cape
Fear River, thence, a northwardiy direction, along and with the Eastem Harbor Lmc of the Cape
Fear Inver, a distance of 150.00 feet (approximate) to a point; thence, north 84 degrees 23
minutes 00 seconds east, a distance of 135 00 feet (approximate) to a point; ibance, along and
with the mw high water line of the Cape Fear River in a nortitvr irdty direction, a distance of
99.00 feet (approximate) to a point, thence, south 84 degrees 23 minutes 00 seconds west, a
distance of 85 00 feet (approximate) to the eastern Harbor Line of the Cape Fear Raver, thence,
along and with the eastern Hubor Line of the Cape Fear River, in a northeastwardly direction, a
distance of 230.00 feet (approximate) to a point; thence, Notch 84 degmm 23 minutes 00 seconds
East, a distance of 81.23 feet (appro)dmate) to a point; thence, North 12 degrees 20 minutes 06
seconds Fast, a distance of 123.7I feet to a point, thence, North 12 degrees 37 minutes 46
seconds East, a distance of 58 25 feet to a point in the southern right of way of the Cape Fear
Memorial Bridge, thence, along and with the right of way of the Cape Fear Memorial Bridge,
South 66 degrees 06 minutes 50 seconds East, a dtstme of 35 23 feet to a point, thence, along
w th the Ii& of vmy of the Cape Fear Memorial Bridge, North 23 degrees 53 minutes 10
seconds Fast, a distance of 15 00 feet to a point, thence, along and with the right of way of the
Cape Fear Memorial Bridge, South 66 degrees 06 amnutes 50 seconds East, a distance of 264 68
feet to a point, thence, South 05 degrees 37 minutes 00 seconds East, a distance of 38 38 feet to a
point, thence, South 05 degrees 37 minutes 00 seconds East, a distance of 66.00 feet to a point;
thence, along and with the southern right of way line of Queen Street, North 94 degrees 23
minutes 00 seconds East, a dts%m of 154 02 to a point, thence, South 66 deg roes 06 minutes 52
seconds East, a distance of 70 06 feet to the point of Begannirig„ contaiiung 7 42 acres, more or
less, as shown on a survey for JLM Realty, Inc made by Michael Underwood and Associates
dated June 19, 2001; and being the same property conveyed to JIM Realty, Inc by those deeds
recorded in Book 2277, Page 873 and Book 2277, Page 870 and Book 2402 Page 61 of the New
Hanover County Registry, and to Peter D Koke at Book 2204 at Page 0628 of the New Hanover
County Registry (Note the ()ueeai Strmet ngM of Way located south of and adioirlina_the above
descried 0 80 acre. is now closed See Book 890 at Page 86 and Book 1295 at Page 707 of the
New Hanover County for reference
Together with any easement, whacb shall run with the land, for ingress and egress to and from
QuBm Street over the following described tract. Begtmmmg at point in the northern line of Queen
Street which is located South 84 degrees 23 minutes 00 seconds West 215 feet from the
Intersection of the northern lane of Queen Street with the western line of Sung Street, rimming
thence from said B,-ginning point South 05 degrees 37 minutes 00 seconds Fast 45 feet; thence
South 84 degrees 23 mimvies 00 3=nds West 45 feet, thence North 06 degrees 37 minutes 00
seconds West 45 feety thence North 94 degrees 23 minutes 00 seconds East 45 feet to the point of
Beginning, The coarveyance of this easement is subject to eammeats for raiilrties in favor of the
City of Wilmington, Carolina Power and Light Company and other utilities under or over sand
easement strip

JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28461
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Filed For Re91stratfon
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NC REAL ESTATE EXCISE TAX
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0611312012 03'14'24 PM
RE 5647 Page 2221 -2225
2012019735
5 PGs $26 00
$2,30000
,JOHNSON, CAROLYN
State of North Carolina, county of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
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JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
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WILMINGTON, NC 28401
FOed For Regrsrrata0n. DGM=012 02,44.24 Poo
Book RE 5647 Page 2227 -2225
Docun=d No : 2012014715
5 PGS $2600
NC REAL ESTATE EKCISE TAX S2.30D DD
Recorder JOHNSON. CAROLYN
State of North Carolina, County of Now Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
`02012 nV 1ny 735
2012019735

RIVRRMAV, LLC
3330 River Road, Wilmington, NC 28412
August 30, 2012
Ms. Sandy Spiers
SunTrust Bank
1979 Eastwood Road
Wilmington, NC 28403
RE: North Carolina Division of Coastal Management
Application for Major Development Permit
Riverman Layberth Facility
712 & 720 Surry St., Wilmington, NC 28401
Dear Ms. Spiers:
This letter is to provide required notice that we are applying for a Major Development
Permit with the NC Division of Coastal Management for the subject property. Enclosed
please find a copy of this application, complete with DCM Forms MP -1, MP -2, MP -4,
Property Deed, Narrative, and Gary Greene Engineers Drawings 1 through 9 inclusive for
your review.
Specifically we are requesting CAMA's permission to lower our berth to -42 in
conjunction with the anticipated harbor deepening proposed by the US Army Corps of
Engineers. Additionally we are requesting permission to remove failed structures in
public trust waters, and to replace the failed dock with a new dock and bulkhead as
indicated in the attached drawings.
Any objections or concerns you may have regarding our proposal should be provided in
writing to the North Carolina Division of Coastal Management within thirty days.
Sincerely,
vo� � �X\J
Michael E. McCarley
Co Owner, Riverman, LLC
Attach: Application for Major Development Permit, NCDCM, dated 8/30/2012,
Riverman, LLC with supporting documents.
(910) 791 -2411 -FAX [phone]

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RIVERMAN, LLC
3330 River Road, Wilmington, NC 28412
August 30, 2012
Mr. Trevor K. Carroll
Division Bridge Maintenance Engineer
NCDOT Bridge Maintenance
5501 Barbados Blvd.
Castle Hayne, NC 28429
RE: North Carolina Division of Coastal Management
Application for Major Development Permit
Riverman Layberth Facility
712 & 720 Surry St., Wilmington, NC 28401
Dear Mr. Carroll:
This letter is to provide required notice that we are applying for a Major Development
Permit with the NC Division of Coastal Management for the subject property. Enclosed
please find a copy of this application, complete with DCM Forms MP -1, MP -2, MP -4,
Property Deed, Narrative, and Gary Greene Engineers Drawings 1 through 9 inclusive for
your review.
Specifically we are requesting CAMA's permission to lower our berth to -42 in
conjunction with the anticipated harbor deepening proposed by the US Army Corps of
Engineers. Additionally we are requesting permission to remove failed structures in
public trust waters, and to replace the failed dock with a new dock and bulkhead as
indicated in the attached drawings.
Any objections or concerns you may have regarding our proposal should be provided in
writing to the North Carolina Division of Coastal Management within thirty days.
Sincerely,
Mic el E. McCarley
Co Owner, Riverman, LLC
Attach: Application for Major Development Permit, NCDCM, dated 8/30/2012,
Riverman, LLC with supporting documents.
(910) 791 -2411 o FAX [phone]

❑ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
• Print your name and address on the reverse
so that we can return the card to you.
❑ Attach this card to the back of the mallpiece,
or on the front if space permits.
1. Article Addressed to:
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COMPLETE TMIS SECTION ON DELIVERY
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RIVERMAN, LLC
3330 River Road, Wilmington, NC 28412
August 30, 2012
Mr. Bob Welch
Colonial Oil
1002 S. Front St.
Wilmington, NC 28401
RE: North Carolina Division of Coastal Management
Application for Major Development Permit
Riverman Layberth Facility
712 & 720 Surry St., Wilmington, NC 28401
Dear Mr. Welch:
This letter is to provide required notice that we are applying for a Major Development
Permit with the NC Division of Coastal Management for the subject property. Enclosed
please find a copy of this application, complete with DCM Forms MP -1, MP -2, MP -4,
Property Deed, Narrative, and Gary Greene Engineers Drawings 1 through 9 inclusive for
your review.
Specifically we are requesting CAMA's permission to lower our berth to -42 in
conjunction with the anticipated harbor deepening proposed by the US Army Corps of
Engineers. Additionally we are requesting permission to remove failed structures in
public trust waters, and to replace the failed dock with a new dock and bulkhead as
indicated in the attached drawings.
Any objections or concerns you may have regarding our proposal should be provided in
writing to the North Carolina Division of Coastal Management within thirty days.
Sincerely,
f,
Mi ael E. McCarley
Co Owner, Riverman, LLC
Attach: Application for Major Development Permit, NCDCM, dated 8/30/2012,
Riverman, LLC with supporting documents.
(910) 791 -2411 s FAX [phone]

• Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to,
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4. Restricted Delivery? (Extra Fee)
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2. Article Number ?009 3 410 0001 3 3 8 9 4.7 ? 8
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