WDN 18-02 Holdings of TCM Inc

January 23, 2018
Ms. Dana Lutheran
Southern Environmental Group, Inc.
5315 S. College Road, Suite E
Wilmington, NC 28412
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Re: Request for CAMA Application Withdrawa Holdings of TCM, Inc.
Dear Ms. Lutheran:
This letter is in reference to the CAMA Major Permit application request that you submitted to the
Division of Coastal Management on behalf of Holdings of TCM, Inc., which was received as
complete on January 24, 2017. The project consisted of a proposed directional drill under the Cape
Fear River and associated 13-lot subdivision, at Battleship Road, in Wilmington, New Hanover
County. A request for additional information was sent on March 14, 2017, and the application has
been on hold since that date.
On January 18, 2018, the Division of Coastal Management received your request to withdraw the
permit application referenced above. As such, this file will be retired and considered closed in
status.
Please contact me at [phone], or by email at: heather.coats(&,,ncdenr.eov if you have any
question of if I can be of additional assistance.
Cc: MHC Files
WiRO Files
Sincerely,
IK4tmk6ue�
Heather Coats
Assistant Major Permits Coordinator
Tyler Crumbley, USACE Chad Coburn, DWR
State of North Carolina I Environmental Quality I Coastal Management
W9mington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolna 28405
910 796 7215
RECEIVED
JAN 2 4 2018
k7OW fMHD UTY

Coats, Heather
From: [e-mail]
Sent: Thursday, January 18, 2018 3 42 PM
To: Coats, Heather
Subject: [External] Battleship CAMA Major
ON:
Hi, Heather.
We would like to formally withdraw the permit application for this project.
Thanks a bunch,
Dana
jouthern Environmental Group, Inc.
5315 Soutk College KoaJ, ,suite E
Wilmington, NC 28+1 2
Office: 9 10.452.271 1
Mo6ilc: 91 o.zz8.1 841
w W.segi.us
We Virus -free. www.avast.com
RECEIVED
JAN 2 4 2018
DCM- MHD CITY
1

DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicantd-W. ��Tt 046J�}SQr-���D I'9'
Type: (check all that apply) ,
New__ MajorModi P.erinit#Minor Mod_ Renewal Transfer'
Permit Coordinator: Ga( :ems

Coastal Management
ENVIRONMENTAL OUA ITV
2d►(l
March 14, 29id-
Southern Environmental Group, Inc.
c/o Ms. Dana Lutheran
5315 S. College Rd., Suite E
Wilmington, NC 28412
Email: [e-mail]
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
D(rector
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for
125 Battleship Road NE
Dear Ms. Lutheran:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Wilmington office on January 24, 2017. Processing of the
application is ongoing. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. These required items are
summarized below:
1) Please clarify the applicant/property owner's name. The MP-1 form states the
applicant is Diamond Back, the agent authorization form and narrative lists the
name of the property owner as Holdings of TCM, Inc., and the deed shows the
property owner as Team Carolina Marine, Inc.
2) Please submit a green card for DOT as proof they received their adjacent riparian
property owner notification, and submit documentation that the notification to
Riverwalk Condos HOA was sent to a registered mailing address.
3) The Department of Natural and Cultural Resources (DNCR) has objected to the
project in the attached letter dated March 9, 2017, based on concerns that the
utility lines will result in an adverse effect upon the USS North Carolina battleship
and on the Wilmington National Register Historic District, including terrestrial and
submerged archeological sites that contribute to the history of the district.
4) The NC State Property Office (SPO) objected to the project in the attached memo
dated March 9, 2017. Their objection was also based on concerns regarding the
project's effect upon the USS North Carolina.
RECEIVED
MAR 2 2 2017
State of North Carolina l Environmental QuaRtty l Coastal Management DCM- MHD CITY
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 8082808

5) DCM's Fisheries Resource Specialist expressed concerns in the attached memo
dated 3/9/17 about the use and maintenance of sewer lines installed under the Cape
Fear River by a private company.
Therefore, it is necessary that processing of your permit application be placed in abeyance to
give you an opportunity to address the concerns of the DNCR, the SPO, and the DCM Fisheries
Resource Specialist. Failure to do so may result in a denial of the permit application. Once all
three parties have notified the Division of Coastal Management Major Permit Section in writing
that no further actions are necessary on the part of the applicant, or once you notify us that you
do not intend to submit any additional information regarding these concerns, we will resume
processing of your application.
If you can provide to this office with the requested information within five working days from
the date of this letter, DCM staff will continue processing of the application and the processing
clock will not be suspended. If the required information is not received in this office within the
specified timeframe, processing of the application will be suspended in accordance with 15A
NCAC 07J.0204(d) until such time as the requested information is provided.
Please also note that while these don't necessarily need to be addressed to continue processing
your application, the following comments have also been submitted to DCM and can be found
attached:
1) The Division of Transportation (DOT) commented that any work proposed within
the right-of-way of SR1442 (Battleship Road NE) may require DOT review and an
encroachment agreement. The DOT has indicated that the road notated as
"International Paper Co. Rd" on the plans is listed by DOT as SR 1442. It is
recommended that you also clarify in the plans whether the proposed project
would encroach within the right-of-way of SR 1442.
2) The City of Wilmington commented that the applicant must coordinate with City
Engineering.
3) The Division of Water Resources- Public Water Supply Section commented that
plans and specs need to be submitted to them for the waterline before construction
begins.
If you have any questions concerning these matters, please feel free to contact me by telephone
at [phone], or by email me at [e-mail].
Sincerely,
}
�]H
Bather Coats
�
N
Assistant Major Permits Coordinator
W
_
Cc: MHC Files/WiRO Files
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0
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528092908

Roy Cooper, Governor
North Carolina
Department of Administration
State Property Office
March 9, 2017
To: Heather Coats
Assistant Major Permits Coordinator
From: Joy Wayman
Real Property Ag . tit
Re: CAMA /DREDGE Pern it Application Review
Applicant — Holdings of TCM, Inc.
Waterline and twin sewer force mains under the Cape Fear River
Machelle Sanders
Se ftvy
Tim Walton
DUWWr
Reply: The State Property office objects primarily to the project's potential effect upon the USS North
Carolina. As a National Historic Landmark and the State's WWII Memorial, the battleship is a highly valued
historic and tourism asset. Also of concern is the impact on the Battleship's view shed from the proposed
subdivision that the utility lines are designed to serve. The State Property Office shares the concerns of the
North Carolina Department of Natural and Cultural Resources (see attached) and requests that those objections
and concerns be addressed.
RECEIVED
MAR 2 2 N17
DCM- MHD CITY
RECEIVED
State of North Carolina I State Property Office DCM WILMINGTON, NC
116 West Jones Street, Suite 4055 11321 Mail Service Ctr. I Raleigh, NC 27699
919 807 4650 TI Web:httpJ/www.ncspo.com

ROY COOPER
Go
C NOM Afrra�rnt
emRowrr'Ac auAuTr
February 14, 2017
TO:
FROM:
EJE!a Y % 101
MICHAEL S. REGAN
Swwary
BRAXTON DAVIS
Direcmr
a- of ;',
Renee Gledhill -Early
Dept. of Cultural Resources
Archives & History r' r
Heather Coats, Assistant Major Permits Coordinator
NCDE4 — Division of Coastal Management
127 Cardinal Drive Ext., Wilm, NC 28405 heather coats onncdenr.-gov
Fax: [phone] (eft f"Now)
SUBJECT CAMA / Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under the Cape Fear River
Please indicate below your agency's position or viewpoint on the proposed project and
iirir „at the address above by March 10, 2017, If you have any
questions regarding the proposed project, contact Sean Farrell 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.Q 2
SIGNED �`� (`�1 DATED 5 — F 1
RECEIVED
MAR 2 2 2017
Store of Nodh Cmohma Enwm =d Quaht 1 Co W Management
127 Cardiml Dr E¢., WAmmgtm, NC 26405
. 9larw7115 DCM- MHD CITY

North Carolina Department of Natural and Cultural Resources
.Sftte Hliltoric.Prerervation Office
Rasio,m M. Bartos, AdtninisRawr
fiuvenw[ROFNOW
4oeremjrs 'R.tip
March 9, 2017
MEMORANDUM
Office of Archives and History
Deputy Secratuy Kevin Cherry
To: Heather Coats, Assistant Major Permits Coordinator heather.coats r ncdenr,gov
NCDEQ/Divisiou of Coastal Management
From: Renee Gledhill-Earleyt
Environmental Review Cbordmator U
Re: CAMNDredge & Fill Permit, Holdings ofTCM, Inc., Installation of Waterline and Twin
Sewer Force Mains under Cape Fear River, Wilmington, New Hanover County, ER 17-0127
We are in receipt of your February 14, 2017, memorandum providing the above -referenced permit
application for review. As we provided comments on this matter to the applicant's agent on February 1,
2017 with copies to the Division of Coastal Management and US Army Corps of Engineers, we attach them
now and note our objection to the issuance of a permit for the crossing. Based on the information provided,
it is our opinion that the proposed utility crossing will result in an adverse effect upon the USS North
Carolina a National Historic Landmark and WWII Memorial, and on the Wilmington National -Register
Historic District including terrestrial and submerged archaeological sites that contribute to the histi of
that district. U
� o �
N
Having reviewed the permit, we would now the following: W c� Z:
U
• Contrary to the answer provided to Question 4(g) — Site Description, the property is quests =
appears to lie almost wholly within the Wilmington National Register Historic District. A Qp of 0
the area with the National Register -listed Wilmington Historic District shown In blue shading is 13
attached for your review.
Y'he project summary and supporting plan sheets, submitted as part of the permit application,
indicate that the water and sewer fines are to serve a thirteen (13) lot subdivision. However,
according to the notice of a required community meeting for the proposed rezoning on February 28,
2017 and the information provided with that notice, the proposed subdivision is to be fifteen (15)
residential lots.
The above comments are made pursuant to section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
L ndit 109 Fast IoneS Street Raleigh NC r601 101009 Addmi: 4617 Mail Service Center, Raleigh 14C 27699-4617 TdepheodFm (919) W76570807-6599

.c€, them is a very high probability
'n intensive archaeological survey of
would recommend Socha survey and
ang in the National Register.
sd development at 125 Battleship Road will
andmark and the Scare's WWII Memorial, the
-at degree of consideration, including any effects on
to potential plans for new construction on the site,
perty would be elevated to provide for drainage or flood
0 of buildings and associated amenities such as open areas;
,, and
` s... and puking.
As yu t *'Wmam, this area is subject to repeated flooding during high tides and storm events as well
as to seu, . aece4iWtays getting onto US 17/421. Any changes at the subject site that would exacerbate these
conditions wouldAdversely affect the battleship and it mission.
The above cornaient$ ate made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800 as well as with North Carolina General Statute 121-12(a). We hope that they are of assistance to you
and the Division of Coastal Management. Because we understand that a river crossing for utilities would
require an casement from the State of North Carolina and potentially the US Army Corps of Engineers, we are
courtesy copying their representatives.
If you have questions concerning these comments, please contact Renee Gledhill -Earley, environmental reNgew
coordinator, at 919/807-6579. In all future communication concerning this project, please cite the above -
referenced tracking number.
Sincerely,
/0��
Ramona M. Bartos, Deputy
State Historic Preservation Officer
Sincerely,
cc: Dr. Kevin Cherry, Deputy Secretary, NCDNCR
Captain Terry Bragg, USS North Carolina
Doug Huggett, DCM
Tim Walton, State Property Office
flenry Wicker, USACE
Dawn Snotherly, Wilmington HDC
George Edwards, Historic Wilmington Foundation RECEIVED
MAR 222017
DCM_ NIHD CITY

Holdings of TCM, Inc.. -- CAMA Dredge &t Fill Application
Installation of waterline and twin sewer force mains under Cape Fear River
Blue shaded areas are listed in the National Register of Historic Places, including the subject property, Cape Fear Riv
and City of Wilmington

Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
David Harris
NC DOT
Roadside Environmental Unit
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
DISTRICT 3
FEB 2 3 2U1I
RECEIVED
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsaancdenroov
Fax: [phone] (dour►er.0�16-33J
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under the Cape Fear River
Please indicate below your agency's position or viewpoint on the proposed project and
return this faim to Heather Coats! at the address above by March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. RECEIVEU
"Additional comments may be attached' MAR 2 2 2017
This agency has no comment on the proposed project. DCM- MHO CITY
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 G3/cyz9—
VED
DCM WELMINGTON, NO
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Dave Ext., Wilmington, NC 28405
910-796-7215

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 6, 2017
Memorandum To: Heather Coats
Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext. Wilm., NC 28405
From: Benjamin Hughes
District Engineer, District 3
JAMES H. TROGDON, III
SECRETARY
Subject: CAMA / Dredge & Fill Application Review
Cape Fear River, adjacent to the intersection of Orange & Front
Streets, in downtown Wilmington, NH County
This office has investigated the request for comment on the above listed project with
applicant's name listed as Holdings of TCM c/o SEGi. This office has no objection to the
project. However, this office does note any work proposed to be within the right of way
of SR 1442 (Battleship Rd NE) may require review and an encroachment agreement
and/or driveway permits.
Should you have any questions or need additional information, please let me know.
BTH/akh
Dom RECEIVEDIMIIN, N(:
State of North Carolina I Department ofTransporumon I Division 3, District 3
300 Division Drive, Wilmington, NC 28401
Customer Service:[phone] [phone] ..ncotlov

1W
Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO: Kathryn Thurston, AICP
Department of Planning
City of Wilmington
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Dveaor
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o)-ncdenrpov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: V This agency has no objection to the project as proposed. RECEIVED
"Additional comments may be attached"
Mawr C006raic Wa L;r MAR 2 2 2017
This agency has no comment the roposed project. nnrrpp��__
This agency approves of the project only if the recommentf�Etl''Rhnge H D CITY
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
y
SIGNED 1T�d DATED
RECEIVED
DCM WILMINGTON, NI;
State of North Carolina I Environmeoul Quality I Coastal Management
127 Cardinal Dnw Eat., Wilmington, NC 28405
910-796-7215

Coasta►Management
ENVIRONMENTAL QUALITY
ROY COOPER
Gonmor
MICHAEL S. REGAN
secntary
BRAXTON DAVIS
Dlnctor
February 14, 2017 RECEIVED
FFQ 2 3 A17
TO: Gregg Bodnar DCM-Fisheries
Fisheries Resource Specialist wAno
DCM, Morehead City
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext.,_Wilm., NC 28405 heather. coats cdenroovVED
Fax: [phone] (Courier 04-16-33�, REUtn
SUBJECT: CAMA / Dredge & Fill Application Review MAR 2 2 2017
Applicant: Holdings ofTCM, inc., c/o Jason Shott DCM_ MHD CITY
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under the Cape Fear River
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats fat the address above by March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 maybe attached*'
eoncernt a cc E
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 = /7
RECEIVED
FEB 15 2017
State of North Carolina I EavirOmnmtal Queliry i Coa" Ma gament q`e
127 Cardinal Drive Est., Wilmington, NC 26405 D C M- NI r pip 7 D CITY
910-796-7215

w
RAY DUMPER
cavaaro�
B111I')=N Q. DAMS
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4HvfIACNAtbti7AL A�.1rY -
MEMORANDUM:
TO: Gregg Bodnar, Assistant Major Permits Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist.
SUBJECT: Holdings of TCM, INC — Jason Shott
DATE: 3/9/17
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed
the subject permit application for proposed actions that impact fish and fish habitats. The applicant is
proposing to directionally bore beneath the Cape Fear River to install a waterline and twin sewer force
mains to service a 13 lot subdivision adjacent to the Cape Fear River. The diameter of the bore with be
18" and 11050' in length. The bore under the river will reach a depth of approximately -59' @ Mean Low
Water which is approximately 15' below the bottom contour of the Cape Fear River.
There is no direct impact to fisheries resources expected from the directional bore to install these utilities.
There are however concerns aboutthe use and maintenance of sewer lines under the Cape Fear River by a
private company. Were the sewer lines to rupture and leak there are no assurance the applicant will be
responsible for repair. Also if the USACE were to deepen the federal channel in the Cape Fear River will
the applicant be responsiblefor moving the utility lines.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
RECENED
MAR 2 2 Z017
DCM- MHD CITY
Received
MAR 0 9 Z017
M
StateofNorthCarollna t &mmnmentafQaaiayl ConstdManagement
Washingtan:Cfn I'943WasMnytmS4U=Maff I WasttingtoNN-th Carolha27889'
242948648t

Coastal Management
ENVIRONMENTAL QUALITY
ROY COOPER
Gowmor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
February 14, 2017
TO: Heidi Cox
Assistant Regional Engineering Supervisor
Public Water Supply-WiRO
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenroov
Fax: [phone] (Courier 04-16-33)
RECEIVED
SUBJECT: CAMA/Dredge & Fill Application Review
MAR 2 2 2017
Applicant: Holdings of TCM, Inc., c% Jason Shott
FY
Project Location: Cape Fear River, adjacent to the intersection of OraRPWrBht' S�ee�isI
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: 4— This agency has no objection to the project as
**Ad itional comments may be attached"be
V'KiYe ccnSi-akc+i�l i�g;OSIt t i-b
This agency has no comment on the proposed
This agency approves of the project only if the
are incorporated. See attached.
el. ,1�ft�f�.crLu!
nt.v S�i cl15
This agency objects to the project for reasons described in the attached
comments.
SIGNS' �N DATED IL 1 I
RECEIVED
State of Now carolma I Fnvimnmenhl QuWty I Coastal Management ✓CM,,pjILtltNGTON, N�
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

8 February 2017
Electronic Mail
jouthem Environmental Group, Inc.
1515 5out6 College Road, Suite E • Wilmington, NC 28+12
phone: 91 O.+$2.271 I • Fax 910.+$2.2899 • E,mail: of4ice@segws
RECEIVED t #: 05-185,011
NC State Historic Preservation Office (SHPO) FE3 2 8 2017
Ramona M. Bartos, Deputy
State Historic Preservation Officer D C �ih ., sill H D CITY
109 East Jones Street
Raleigh, NC 27601
ramona.bartosa,ticdcn izov
Re: Proposed boring project for water and sewer lines from the intersection of Orange and Front
Streets under the Cape Fear River to 125 Battleship Road NE, New Hanover County, ER 17-0127
Dear Ms. Banos,
Southern Environmental Group, Inc. (SEGi) is in receipt of your letter dated 1 February 2017, in which comments
(denoted in italics below) were provided concerning the proposed project. With this correspondence, SEGi would
like to address those comments.
We understand that your request for our comments is made at the direction of the Division of Coastal
Management, because the river crossing requires a CAMA major permit. We are also aware of the
proposed rezoning of the property located at 125 Battleship Road, NE. Given that such a crossing will
likely foster development of the property and that the crossing would likely not be undertaken but for
planned development at that site, we believe it prudent to consider both the immediate and the
foreseeable" effects of the proposed directional boring on historic resources in the vicinity.
The Applicants and SEGi understand and appreciate the Historic Preservation Office's concerns regarding
future development of 125 Battleship Road NE. However, at this time, there are no specific development
plans (i.e. buildings, docks, etc.) for this property. The Applicants are working with the New Hanover
County Planning Department, in an effort to finalize the zoning of the property, but that could take months
to resolve. Please keep in mind, the utility lines will service the entire basin, which includes the U.S.S.
North Carolina Battleship. The installation of the utility lines is supported by the Division of Water
Resources (DWR), as currently the sewer line servicing the battleship lies directly on the bottom of the river
and has been repaired several times. In addition, that sewer line will have to be replaced, once dredging of
the Wilmington harbor takes place. With that being said, we respectfully request that only the work
associated with the utility line be under review, at this time.
The work would begin at the intersection of Orange and Front Streets, in the city -side of the historic
district. The 1894 Yon Kampen Building and 1855 Sternmerman Building are located on the north side of
Orange Street at South Front Street. The Wilmington Iron Works, with buildings dating from the 1920s,
1940s and 1990s, are located on the south side of Orange Street at South Water Street. All of these
buildings are of brick construction and the proposed demolition and drilling work associated with the
installation of the utility lines along Orange Street could adversely affect their structural integrity and
exterior brick facades. f i E C O I V E D
DCM WILMINGTON, NC
FEB 0 9 2017

According to Mr. Marty Adams, with T B Landmark Construction, Inc., the company who will be
performing the directional drilling operation and have been doing this for many years, `Based on the fact
that drilling will not take place under any buildings, the bore hole will have bentonite in it, until the pipe is
in place, and that the drills being used are not large in diameter, settling of the earth above the drill path is
very unlikely. Therefore, there is no risk of adversely affecting the structural integrity of buildings." With
regard to potential damage to exterior brick facades, Mr. Adams stated the drill process does not create any
vibration that would disturb bricks on a building.
As outlined in your email, the site located on the west side of the Cape Fear River where the utility lines
would emerge has been the scene of intense maritime and industrial activityfor well over 150 years. For
this reason, much of the river's west side is also included in the Wilmington National Register Historic
District, with fifteen listed shipwreck and maritime properties documented in the marsh and intertidal
waters. Because any development of the site likely contemplates future river access, there is the potential
for adversely affecting both known and unknown historic resources in these areas.
Extensive research of submerged structures along the shoreline of 125 Battleship Road NE has been
conducted by Environmental Services, Inc., as part of a thorough environmental review they prepared for
the New Hanover County Soil and Water Conservation District (NHCS&WCD), entitled EAGLES
ISLAND: A History of a Landscape'. This report identifies 38 structures within the marsh and intertidal
waters along the shoreline. While in the future there may be water dependent structures proposed, asV of
the upland development, none are being proposed with this application. At this time, the Applic only
requesting approval of the subaqueous utility line. Should water dependent structures be proRWd in the
future, all measures will be taken to avoid adversely affecting those structures identtiii 41 wt hi& the
e
NHCS&WCD report.
7 �ti
In light of the decades -long and significant maritime activity at the subject site re i very
probability of other as yet unrecorded archaeological sites being present, N_irrantingan ' ive
archaeological survey of all high ground areas. As part of any federal or state permits review would
recommend such a survey and addressing any effects to sites that may be determined eligible isting in
the National Register.
According the report prepared for the NHCS&WCD's, the upland area of 125 Battleship Road NE housed a
large number of warehouses for the transshipment of naval stores and raw and milled lumber, as well as
turpentine stills and lumber mills. It also was used for shipbuilding and ship repair. By 1949, all but one of
the buildings had been demolished. That building was located on the parcel north of 125 Battleship Road
NE and was also later demolished.
As part of Applicant's due diligence process and as part of the Brownfields evaluation, Catlin Engineers
and Scientists enlisted the services of Pyramid Environmental and Engineering, to perform a geophysical
survey of all the uplands within 125 Battleship Road NE. A copy of their report has been attached to this
correspondence. Based on this survey, only minor objects such as household trash, appliances, rebar, utility
poles, and other miscellaneous debris was detected. No significant structures or objects were identified
within the uplands of 125 Battleship Road NE.
It is not anticipated that the proposed work, associated with installation of the utility lines, will have any
effect on historical or archeological resources.
Finally, we are very concerned about the effect that any proposed development at 125 Battleship Road will
have upon the USS North Carolina. As a National Historic Landmark and the State's WWII Memorial, the
it C.r:WED
htti)://soilwater.nhcgov.com/wp-content/uploads/2014/05/Eagles-Island-Report JU141M1('✓dMINGTON, NC
FEB U 9 2017

W,
battleship is a unique historic resource worthy of the highest degree of consideration, including any effects
on its viewshed and visitation. Thus, we are very interested in potential plans for new construction on the
site, including but not limited to:
w
hether any portions of the property would be elevated to provide for drainage or flood avoidance;
t
he height and massing of buildings and associated amenities such as open areas;
a
ccess to the river, and
D
wner access and parking.
As mentioned previously, there are no site specific development plans for 125 Battleship Road NE.
Therefore, this information is not available.
As you very likely are aware, this area is subject to repeated flooding during high tides and storm events as
well as to serious access delays getting onto US 171421. Any changes at the subject site that would
exacerbate these conditions would adversely affect the battleship and its mission.
The Applicant is aware of the flooding problems on Battleship Road. As stated before, there are no set plans
for the development of the uplands on 125 Battleship Road NE. However, future proposed development
will neither increase flood levels nor the number of flooding events on Battleship Road. Flooding concerns,
on Battleship Road, should be directed to the NC Department of Transportation.
It is our hope that the information found within and attached to this letter addresses the SHPO's concerns
revolving around the proposed installation of the utility lines. However, should there be additional questions or
further information is needed, please call me at 910.228.1841.
Sincerely,
�/
Dana A. Lutheran
SEGi Regulatory Specialist
Enclosures: Geophysical Survey, Investigation for Buried Metallic Objects/Debris — Battleship Road
RECEIVED
FEB 2 8 2017
DCM- MHD CITY
rRECI✓IVED
DCM WILMINGTON, NC
FEB 0 9 2017

ice► n
WVRAM10
PYRAMID ENVIRONMENTAL & ENGINEERING
(PROJECT 2016-104)
GEOPHYSICAL SURVEY
INVESTIGATION FOR BURIED METALLIC
OBJECTS/DEBRIS - BATTLESHIP ROAD
BATTLESHIP RD. & U.S.S. NORTH CAROLINA RD., WILMINGTON,
NEW HANOVER COUNTY, NC
APRIL 28, 2016
Report prepared for: Shane Chasteen O
Catlin Engineers & Scientists (�
220 Old Dairy Rd.
Wilmington, North Carolina 28405
�ftz
Prepared by:
O'1
P
Eric C. Cross, P.G.
NC License #2181
Reviewed by:
Douglas A. Canavello, P.G.
NC License #1066
RECEIVED
503 INDUSTRIAL AVENUE, GREENSBORO, NC 2P�AWILMINGTON,NC
P: 336.335.3174 F: 336.691.0648 FEB 092017
C 2 5 7: GEOLOGY C 1 2 5 1: ENGINEERING
0

GEOPHYSICAL INVESTIGATION REPORT
Battleship Road Property
Wilmington, New Hanover County, North Carolina
Executive Summary...........
Introduction ........................
Field Methodology .............
Discussion of Results.........
Summary and Conclusions
Limitations .........................
Table of Contents
...........................................................................................
I
...........................................................................................2
...........................................................................................2
...........................................................................................4
............................................................................................9
.........................................................................................10
Figures
Figure 1 — Geophysical Survey Boundaries and Site Photographs
Figure 2 — Area A EM61 Results Contour Map
Figure 3 — Area A GPR Transect Locations & Select Images
Figure 4 — Area B EM61 Results Contour Map
Figure 5 — Area C EM61 Results Contour Map
Figure 6 — Area C GPR Transect Locations & Select Images
Figure 7 — Area D EM61 Results Contour Map
Appendices
Appendix A — GPR Transect Images
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
DECEIVED
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OS Co
EXECUTIVE SUMMARY
N O.
Project Description: Pyramid Environmental conducted a geophysical investigation for
Catlin Engineers & Scientists (Catlin) at the southwest quadrant of the intersection of
Battleship Road and U.S.S. North Carolina Road in Wilmington, NC. The survey was
designed to examine the property for any unknown buried metallic objects or debris,
including possible underground storage tanks, drums, historical debris, or any other
buried objects that may present an environmental concern. The survey was conducted
from April 19-22, 2016. Portions of the site were inaccessible due to dense vegetation,
standing water, and/or topographic relief; however, the majority of the upland areas of
the site were surveyed.
Geophysical Results: The site was designated into four separate areas (A-D). Four
specific locations were identified in Area A that contained suspected buried metallic
debris/objects (some of which were visible from the ground surface). These areas were
marked in the field with paint and pin flags. A large rock/rubble pile was present in the
north -central portion of Area A. The top of this pile was scanned with the EM;
subsequently, portions of the pile were excavated by Catlin and then re -scanned with the
EM. No metallic anomalies were observed in this area. All significant metallic anomalies
in Area B were directly attributed to visible cultural debris such as wire, trash, tires, and
possible appliance parts. These features were marked in the field with pin flags. Four
specific locations were identified in Area C that contained suspected buried metallic
debris/objects. One of these areas was partially excavated by Catlin and verified the
presence of a buried metal pipe or other cylindrical object. All of these areas were
marked in the field with paint and pin flags. A suspected utility/pipe was present at the
north boundary of Area C that was verified by GPR.
A metal -reinforced concrete slab was verified on the west side of Area C. One unknown
metallic anomaly was present directly east of the concrete slab in Area C. The
geophysical surveys could not conclusively determine the cause of this anomaly. No
metallic anomalies were recorded in Area D.
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
.,f-IVED
DCM ILMIIGTON, NC
FEB 0 9 2017

INTRODUCTION
Pyramid Environmental conducted a geophysical investigation for Catlin Engineers &
Scientists (Catlin) at the southwest quadrant of the intersection of Battleship Road and
U.S.S. North Carolina Road in Wilmington, NC. The survey was designed to examine
the property for any unknown buried metallic objects or debris, including possible
underground storage tanks, drums, historical debris, or any other buried objects that may
present an environmental concern. The survey was conducted from April 19-22, 2016.
The total size of the property containing the survey areas was approximately 19 acres,
and included locations on both the east and west sides of Battleship Road, south of U.S.S.
North Carolina Road. The property was divided by Catlin into four separate survey
areas, totaling approximately 11 acres. These locations were primarily undeveloped, and
consisted of a combination of wooded to heavily wooded upland zones transitioning to
wetlands and bogs along the Cape Fear River. Portions of the site were inaccessible due
to dense vegetation, standing water, and/or topographic relief, however, the majority of
the upland areas of the site were surveyed. Aerial photographs showing the survey area
boundaries and ground -level photographs are shown in Figure 1. Pyramid has labeled
the four survey zones as Areas A-D, and they will be referred to as such for the remainder
of this report.
FIELD METHODOLOGY
6 Z017
DCM- MHD CITY
The geophysical investigation consisted of electromagnetic (EM) induction -metal
detection and ground penetrating radar (GPR) surveys. Pyramid collected the EM data
using a Geonics EM61 metal detector integrated with a Trimble AG-114 GPS antenna.
The integrated GPS system allows the location of the instrument to be recorded in real-
time during data collection, resulting in an EM data set that is geo-referenced and can be
Battleship Road Geophysical Investigation 2 t
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Wilmington, New Hanover County, North Carolina DCMWILMINGTON, NO
FEB 0 9 2017

overlain on aerial photographs and CADD drawings. In areas where enough space was
present, a boundary grid was established with marks every 10 feet to maintain orientation
of the instrument throughout the survey and assure complete coverage of the area.
Portions of the four survey areas contained dense vegetation. In these areas, scanning
was performed with the EM61 without establishing formal grids across all accessible
areas. Coverage of these areas was monitored in real-time using the GPS system, and
best efforts were made to minimize data gaps between survey lines.
According to the instrument specifications, the EM61 can detect a metal drum down to a
maximum depth of approximately 8 feet. Smaller objects (I -foot or less in size) can be
detected to a maximum depth of 4 to 5 feet. The EM61 data were digitally collected at
approximately 0.8 foot intervals along the survey lines. The data were downloaded to a
computer and reviewed in the field and office using the Geonics NAV61 and Surfer for
Windows Version 11.0 software programs.
GPR data were acquired across select EM anomalies on April 22, 2016, using a
Geophysical Survey Systems, Inc. (GSSI) UtilityScan DF unit equipped with a dual
frequency 300/800 MHz antenna. Data were collected both in reconnaissance fashion as
well as along formal transect lines across EM features. The GPR data were viewed in
real-time using a vertical scan of 512 samples, at a rate of 48 scans per second. GPR data
were viewed down to a maximum depth of approximately 6 feet, based on dielectric
constants calculated by the DF unit in the field during the reconnaissance scans. GPR
transects across specific anomalies were saved to the hard drive of the DF unit for post -
processing and figure generation.
0
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
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FEB 0 9 2017

DISCUSSION OF RESULTS
Survey Areas A — D were mapped individually by the EM and GPR equipment and the
results of these surveys will be discussed per Area as follows:
Area A —Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area A is presented in Figure
2. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area A EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EJI SURVEY
Metallic
Anoma #
Cause of Anomaly
loc rrtiq,a u•d Kith
(;PR
1
Visible debris(chami, tires, etc.)
2
Suspected buried metallic object
3
Visible railroad spike
4
Visible and suspected buried metallic
objects
5
Visible metallic debris (posts)
6
Suspected buried metallic objects
(0
RECEIVED
FEB 2 S 2017
DCM- MHD CITY
The bottom coil results, shown on Figure 2, depict scattered minor metallic anomalies
throughout the survey area that are considered insignificant, and are likely associated
with small pieces of metallic debris and/or native material. Typically, Pyramid will show
the differential EM response contour map in order to eliminate these insignificant
features. However, there were overhead power lines extending across the west boundary
of the survey area which interfered with the top coil of the instrument, creating false
anomalies in the differential data set. For this reason, we focus on the bottom coil results
for Area A, which show both minor and more significant features.
It should also be noted that a large rock/rubble pile was present in the north -central
portion of Area A. Initial EM scans were performed across the top of this rubble pile,
and did not record any metallic anomalies. Subsequently, Catlin excavated paths through
Battleship Road Geophysical Investigation 4 H Etb E I V E D
Wilmington, New Hanover County, North Carolina DCM WILMINGTON, NC
FEB 0 9 2017

the rock pile in the approximate east/west and north/south directions. Additional EM
scans were performed after these excavations. No metallic anomalies were observed in
this area.
The anomalies listed in the above table are considered significant, and were further
investigated in the field. Anomalies 1, 3 and 5 were associated with visible metallic
debris, including chairs, tires, a railroad spike, and metal posts adjacent to storm drain
pipes. Anomalies 2, 4 and 6 were suspected to be associated with buried metallic objects
that were considered significant enough to warrant further investigation with GPR.
Area A - Discussion of GPR Results
Figure 3 presents the locations of the formal GPR transects performed at Area A, as well
as select transect images. A total of 5 formal GPR transects were performed at the
property, as well as additional reconnaissance scans. GPR transects 1-3 were performed
across a cluster of metallic anomalies (Anomaly 4 on above table) that also included a
visible metal object protruding from the ground that appeared to be parts of an old engine
block. These transects recorded evidence of buried metallic objects throughout the area
immediately surrounding the apparent engine block, as well as to the northeast. The,
buried metal was evidenced by distinct lateral reflectors and an increase in GPR sigl
penetration, which is often the result of buried debris creating less conductiO soil ti"�>
conditions which allow the GPR to penetrate deeper into the ground. T,�0 �
re
GPR transect 4 was performed further to the northeast across Anomaly 2, and alc;
recorded distinct lateral reflectors and an increase in signal penetration that were
suggestive of buried metallic debris. GPR transect 5 was recorded across a collection of
metallic anomalies at the south boundary of the survey area. These features were
technically outside of the property limits (see Figure 1). However, their proximity
warranted further investigation. It is suspected that this area also contains buried metallic
debris, but it should also be noted that overhead power lines in the vicinity of these
features may have resulted in some interference with the instrument.
DECEIVED
---- — -- LX;M WK TON, NC
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina FEB 0 9 2017

The approximate locations containing the buried debris were marked in the field with
paint and pin flags. Additionally, Pyramid is providing Catlin with a georeferenced *.dxf
file of the metallic anomaly contour map for their use in locating the features.
Area B —Discussion of EMResults
A contour plot of the EM61 results obtained across Survey Area B is presented in Figure
4. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area B EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EM SURVEY
Metallic
Anomaly q
Cause of Anomaly
Investigated with
GPR
I
Visible debris (wire, tires. trash)
2
Visible metallic debris (possible appliance
art
3
Visible metallic debris (tires)
RECENED
FEB 2 S 2017
DCM- MHD CITY
The bottom coil results, shown on Figure 4, depict scattered minor metallic anomalies
throughout the survey area that are considered insignificant, and are likely associated
with small pieces of metallic debris and/or native material. Typically, Pyramid will show
the differential EM response contour map in order to eliminate these insignificant
features. However, there were overhead power lines extending across the east boundary
of the survey area which interfered with the top coil of the instrument, creating false
anomalies in the differential data set. For this reason, we focus on the bottom coil results
for Area B, which show both minor and more significant features.
The anomalies listed in the above table are considered significant, and were further
investigated in the field. Field observations confirmed that all of these features were
directly associated with visible metallic debris at the ground surface, including wire, tires
(with metal reinforcement), trash, and a possible appliance part (Anomaly 2). Due to the
fact that all anomalies were attributed to visible cultural features, it was not necessary to
investigate the subsurface further with GPR at this survey area. The locations of the
6 1 Pa,�c
Battleship Road Geophysical Investigation R EC L I V E D
Wilmington, New Hanover County, North Carolina DCM WILMINGTON, NC
FEB 0 9 2017

debris were marked in the field with pin flags. Pyramid is providing Catlin with a
georeferenced *.dxf file of the metallic anomaly contour map for their use in locating the
features, if necessary.
Area C — Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area C is presented in Figure
5. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area C EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EM SURVEY
Metallic
Anomaly a
Cause or Anomaly
Investigated with
GPR
1
Suspected buried metallic debris
2
Suspected utility/pipe
a�
3
Visible rebar
4
Suspected buried metallic debris
5
Sus acted metal pipe or rebar
6
Metal nails in telephone pole
7
Unknown metallic response
8
Area containing suspected reinforced
concrete
I
cc
O (kD �s
The contour map in Figure 5 shows the differential EM data, which eliminate minor
metallic anomalies and focus on more significant features. Anomalies 2 and 6 were
directly attributed to visible cultural debris (rebar and nails, respectively). The shape and
orientation of Anomaly 1 was suggestive of a metal pipe or utility. This anomaly -and the
remaining features; were all investigated further with GPR.
Area C - Discussion of GPR Results
Figure 6 presents the locations of the formal GPR transects performed at Area C, as well
as select transect images. A total of 12 formal GPR transects were performed in Area C,
as well as additional reconnaissance scans. GPR transects 1-3 were performed across the
suspected utility/pipe (Anomaly 2). These transects recorded evidence of a distinct,
Battleship Road Geophysical Investigation GCM WILMIt�(fi NC
Wilmington, New Hanover County, North Carolina FEB 0 9 2017

isolated hyperbolic reflector that is consistent with a buried pipe/conduit. Transects 4-5
were performed across a minor anomaly near the center of the survey area, and recorded
an isolated horizontal reflector near the ground surface that is characteristic of a buried
object. Transects 6-7 were recorded across Anomaly 1, and recorded soil disturbances
and an increase in signal penetration that could suggest buried metallic debris lacking
significant structure at this location. Transects 8-9 were performed across the concrete
slab on the west side of the property (this area was not accessible by the EM instrument).
These GPR scans confirmed that this concrete contains metal reinforcement. No
significant structures were observed to underlie the slab. Transect 10 was performed
across the unknown EM anomaly near the concrete (Anomaly 7). No evidence of any
objects or structures was observed in the GPR scan; however, access was limited in this
area to investigate the anomaly further, and standing water may have interfered with the
signal.
RECEIVE
FEB 2 8 2017
GPR transect 11 was performed across the possible pipe on the south portion of thbCM_ MHD C
survey area (Anomaly 5). This transect recorded a distinct hyperbolic reflector that is
characteristic of a buried pipe. The object was isolated, and did not extend across the
entire property, indicating it was an isolated piece of pipe or rebar, rather than a utility. It
should be noted that during the GPR field work, Catlin employee Shane Chasteen and
owner Rick Catlin partially excavated this feature. Their excavation verified the presence
of a buried metal pipe or other cylindrical structure at this location. A full excavation
was not performed during our field work.
GPR transect 12 was performed across suspected metallic debris at Anomaly 4. This
transect recorded distinct lateral reflectors that were suggestive of minor buried
debris/objects at this location.
The approximate locations containing the buried debris were marked in the field with
paint and pin flags. Additionally, Pyramid is providing Catlin with a georeferenced *.dxf
file of the metallic anomaly contour map for their use in locating the features.
81P,gc
Battleship Road Geophysical Investigation
R E
Wilmington, New Hanover County, North Carolina DCM WILMIN"s N V E D
GTON, NC
FEB 0 9 2017

Area D — Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area D is presented in Figure
7. No metallic anomalies were observed across the survey area. Further investigations
were not warranted.
Images of All GPR transects saved to the hard drive from all survey areas are included y�O
Appendix A.
SUMMARY & CONCLUSIONS
Pyramid's evaluation of the EM61 and GPR data collected at Areas A-D along Battleship
Road in Wilmington, New Hanover County, North Carolina, provides the following
summary and conclusions:
• The EM61 and GPR surveys provided reliable results for the detection of metallic
USTs within the accessible portions of the geophysical survey area.
• Portions of the site were inaccessible due to dense vegetation, standing water,
and/or topographic relief; however, the majority of the upland areas of the site
were surveyed.
• Four specific locations were identified in Area A that contained suspected buried
metallic debris/objects (some of which were visible from the ground surface).
These areas were marked in the field with paint and pin flags.
• A large rock/rubble pile was present in the north -central portion of Area A. The
top of this pile was scanned with the EM; subsequently, portions of the pile were
excavated by Catlin and then re -scanned with the EM. No metallic anomalies
were observed in this area.
• All significant metallic anomalies in Area B were directly attributed to visible
cultural debris such as wire, trash, tires, and possible appliance parts. These
features were marked in the field with pin flags.
RECEIVED
,9
Battleship Road Geophysical Investigation FEB p g 2017
Wilmington, New Hanover County, North Carolina

• Four specific locations were identified in Area C that contained significant
suspected buried metallic debris/objects. One of these areas was partially
excavated by Catlin and verified the presence of a buried metal pipe or other
cylindrical object. All of these areas were marked in the field with paint and pin
flags.
• A suspected utility/pipe was present at the north boundary of Area C that was
verified by GPR.
• A metal -reinforced concrete slab was verified on the west side of Area C.
• One unknown metallic anomaly was present directly east of the concrete slab in
Area C. The geophysical survey could not conclusively determine the cause of
this anomaly.
• No metallic anomalies were recorded in Area D.
LIMITATIONS
Geophysical surveys have been performed and this report was prepared for Catlin
Engineers & Scientists in accordance with generally accepted guidelines for EM61 and
GPR surveys. It is generally recognized that the results of the EM61 and GPR surveys
are non -unique and may not represent actual subsurface conditions. The EM61 and GPR
results obtained for this project have not conclusively determined the definitive presence
or absence of buried metallic objects/debris, but that the evidence collected is sufficient
to result in the conclusions made in this report. Additionally, it should be understood that
areas containing extensive vegetation, reinforced concrete, or other restrictions to the
accessibility of the geophysical instruments could not be fully investigated.
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
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Appendix A — GPR Transects
RECENED
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DCM_ MHp CITY
REC.ciVED
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FEB 0 9 2017

AREA A TRANSECT 1
AREA A TRANSECT 2
AREA A TRANSECT 3
T
T
m
00
ti
o s
v r
C
AREA A TRANSECT 4
AREA A TRANSECT 5
AREA B TRANSECT 1
AREA B TRANSECT 2
,:(EC _iVED
DCM WILMINGTON, NC
FEB 0 � 2017

tA
OVA -
AREA B TRANSFCT 3
, 0*lvsr,;'lO*K
,0,.:
AWVA�,
AbJ
p

AREA B TRANSECT 10
T an an Mw 15w ?A-
AREA B TRANSECT 11
O�i
AREA B TRANSECT 12
REC771VED
DCM WILMINGTON, NC
FEB 0 9 2017

r
M
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Sust 11. 1lamJton Deputy Secretary Kevin Cherry
April28, 2017
Dana A. Lutheran dlutheran@sse i_us
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
RE: Proposed boring project for water and sewer lines from the intersection of Orange and Front Streets
under the Cape Fear River to 125 Battleship Road NE, New Hanover County, ER 17-0127
Dear Ms. Lutheran:
Thank you for meeting in Raleigh on March 29, 2017, with members of the Office of State Archaeology, State
Historic Preservation Office, and State Property Office to discuss the above -referenced undertaking. It was a
pleasure talking with you, and Mr. Hamby and Mr. Shott with Diamondback. As promised, we provide a
summary of that meeting.
Attendees:
Dana Lutheran, SEGI John Mintz, Deputy State Archaeologist
Brian Hamby, Diamondback Renee Gledhill -Earley, Environmental Review Coord.
Jay Shott, Diamondback Joy Wayman, Real Property Agent
Ms. Lutheran began the meeting by describing the project, which is to provide subaqueous water and sewer
lines from the east side of the Cape Fear River in downtown Wilmington beneath the river to the west side to
service a proposed 13 lot subdivision located between the river and Battleship Road. A lift station is proposed
at the southern end of the project area on the west side of the road. Once complete the lines and lift station will
be transferred to the local utility authority.
When asked if she had reviewed the Match 21,2017, letter from the US Army Corps of Engineers about the
scope of the project and the need to consider potential effects of the lines and the proposed subdivision as a
phased project that cannot be "piecemealed," Ms. Lutheran tesponded that she had worked with the Corps for
nearly twenty years and been involved with utility line projects that stood on their own minus an end use.
However, she had not worked on a line located in a National Register Historic District and adjacent to a
National Historic Landmark/WWII Memorial as is the USS North Carolina. When asked what the proposed
lines might mean for the west side of the river, she responded that the entire basin could be developed, but that
this project is simply for the subdivision and the USS North Carolina, if it elected to tie into the lines.
To give the state staffers a better idea of their plans Ms. Lutheran and the Diamondback representatives
explained that they are seeking to rezone the subdivision site to R-10 Conditional Use, which would allow
Location: 109 Eastloncs Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

4$
residential use rather than the current B-2. Approximately 8 acres of the project area ate uplands and 19 acres
are wetlands. They believe that the lots are adequately sized for 10,000 square foot residences. They propose to
restrict the design of the houses to an "Antebellum" style through covenants enforced by a homeowners'
association. Each lot will have water access. Under a CAMA General Permit, two boat slips are allowed for
each dock. No bulkheads are proposed. It was stated that bulkheads and backfill could not be permitted along
the river, so they are not including these as part of their planning. The rezoning is scheduled to go to the New
Hanover Planning Commission on April 6, 2017 and to the County Commissioners on May 6, 2017. They are
reserving the lot, which Diamondback owns and is south of and immediately opposite the battleship, for
commercial use, perhaps a restaurant. It is not included in the rezoning.
Ms. Wayman explained that she had to leave for another appointment, but stated that the State Property
Office, would have to request the Council of State's approval of an easement below the Cape Fear River for
the utility lines. In reporting the matter to the Council, the State Property Office would follow the lead of the
Department of Natural and Cultural Resources on the proposed easement.
Given the above description of the project, Mr. Mintz and Ms. Gledhill -Earley outlined their concerns about its
effects on historic resources and the work needed to determine if such effects might occur. These comments
were based on their understanding that the project requires a permit from the US Army Corps of Engineers, a
permit from the North Carolina Division of Coastal Management, and an easement approved by the Council of
State for the use of state-owned land — all of which require compliance with applicable state and federal laws
and regulations.
Mr. Mintz noted the centuries -long maritime/industrial use of the project area and the very high probability
that there are historic resources located on the site, including submerged and terrestrial remains that would
contribute to an understanding of the site itself and to the history of the Wilmington National Register Historic
District. This is, in fact, why the boundary of the National Register historic district crosses the river and entirely
covers the project area. Thus, a recommendation for both land and underwater archaeological surveys is
warranted and should include: archival research, an intensive pedestrian, shoreline survey using GPR (if
feasible) and GPS on a very narrow grid (linked arms was suggested), archaeological survey and possibly testing
in wetlands, and an upland archaeological survey at 10 meter intervals. There may be a need to use heavy
equipment in the uplands, including the use of a 12-inch bucket backhoe. Consideration would need to be
given to the presence of the documented brownfield and how work could take place in that area. A copy of a
proposed scope -of -work for an archaeological survey by Panamerican Consultants was presented by Ms.
Lutheran. It was accepted for review and comment within 30-days of its receipt.
Ms. Gledhill -Earley noted the frequent flooding events in the area that cause closure of the USS North
Carolina and the concern that the proposed development might contribute to the flooding: She alsd noted a
concern about increased traffic from the development and the potential for it to create mote and longer
backups into and out of the battleship site. Further, there is a likelihood of incompatible new elements being
introduced into the battleship's and Wilmington Historic District's viewsheds. Thus, viewshed modeling was
recommended to answer that question. As noted earlier, Ms. Gledhill -Earley asked about how what is proposed
for development could be guaranteed to be implemented as presented. The answer was through placing
covenants on the lots and the fact that owners of such high -end properties would not permit incompatible
development. Ms. Gledhill -Earley also mentioned the potential of vibrations from the boring damaging the
historic brick buildings along Orange Street.
In wrapping up the discussion, Mr. Shott stated again that Diamondback is willing to offer free connection of
the USS North Carolina to the utility lines and asked if that might cause the Department of Natural and
Cultural Resources to look favorably upon the project. Ms. Gledhill -Earley responded that what the USS
Battleship Commission might consider was not a question she could answer.

Since; the Match..291° meetingwe have had the following communications with.Panamerican Consultants..
• Via an email on Apri119, 2017, Panamerican Consultants;requested-that their "Technical Proposal to
Provide -Cultural Resources. Investigations for the 125' Battleship Road Project, New Hanover County,
North Carolina" not be -reviewed as they would soon submit a modified version that focuses on what is
actually being permitted.
• Panarricrican Consultant's architectural historian Stacey Griffin contacted Ms. Gledhill -Earley via
phone: on April 27,.2017, concerning the viewshed modeling. She was advised that, based on the.April
19' communication from Panamerican; she may want to discuss this matter with their client.
We.hope that you find this rneeting summary and follow-up useful as you move forward in your project
planning. Should you have any questions concerning it or any other matter related to your, project,. please feel
free to contact me at 9.19-807-6579 or renee.gledhill-ea$ey(@,ncdcr.gov
Sincerely,
Renee Gledhill -Earley
Environmental Review Coordinator
cc: Brian Hamby, Diamondback.
Jay Shott, Diamondback
John Mintz, OSA
Joy Wayman; SPO
Ramona Bartos, HPO
Capt Terry Bragg, USS NC
Tyler Crumbley, USACE
Heather Coats, DCM
[e-mail]
jjLiLott@&mon6ackUc.com
[e-mail]
joy.waymanQdoa.nc.gov
ramona.bartosQncdcr.gov
terry.bragg n.ncdcr.eov
tyler.crumbley a,usacc.armyand
[e-mail]

"17 South CollcK Koa4,7wtc r
Wilmi, ggton, NC 23412
Iti' oWc Q 10.Z23. 1341
F1Virus -free. www.avast.com

Coats, Heather
From:
Wilson, Debra
Sent:
Wednesday, July 26, 2017 2:56 PM
To:
Coats, Heather
Subject:
FW: Brunswick Co. Battleship Site
FYI
Debbie Wilson, District Manager
NC Division of Coastal Management
127 Cardinal Drive Est.
Wilmington, NC 28405
[phone] Fax: [phone] debra.wilson([e-mail]
NZ -"Nothing Compares.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Dana Lutheran [mailto:[e-mail]]
Sent: Wednesday, July 26, 2017 2:51 PM
To: Wilson, Debra <[e-mail]>
Cc: Surgan, Brooks R <[e-mail]>
Subject: Brunswick Co. Battleship Site
Hi, Deb.
There are new developments with the subaqueous utility line project. The USACE agreed to allow us to
process the utility lines as a single and complete project, or we have the option to either include the single
family development plan or a mixed use development plan. The Applicant has decided to go with the mixed
use development plan. This plan includes parcels within Brunswick County and south of 125 Battleship Road.
That being the case, I am in the process of preparing a project narrative for a seeping meeting.
On another note, David Scibetta met with Brooks, on May 1 St', to have the coastal wetland and normal high
water lines verified on the Brunswick County tracts. During that time, Brooks indicated he had some questions
that he wanted to discuss with you before he signed off on it: Has he spoken with you regarding the site? I
have tried getting in touch with him, over the last few weeks, but he must be very busy. I would really like to get
whatever questions he has resolved so we can work on the site plan.
Thanks a bunch,
Dana
Dan:, A. L ,tk

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February 1,2017'
67f =utAtduecmJF%txy
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RECEIVED
Dam A. Lutheean MAR 2 2 2017
Southern Envixtar+tnentai Group, Inc
5315 South College Road, Suite E pC M- M H D CITY
Wilmington, NC 28412
Rer Proposed boxing project fox water and sewer fines from the intersection of Orange and Front
Streets corder the Gape Fear River to 125 Battleship Road NE, Nevr Hanover County,
ER 17-0127
Dear Ms Lutheran;
Thank you for your email of January 16, 2017, transmitting information about the above -referenced proposed
boring project. We have reviewed the materials provided and offer the following.
We understand that your request for our comments is made at the direction of the Division of Coastal
Management, because the civet crossing requires a CAMA major permit We are also aware of the proposed
rezoning of the property located at 125 Battleship Road, NE- Given that such a crossing will Aely foster
development of the property and that the crossing would likely not be undettaken but foci planned
development at that site, we believe it prudent to consider both the inunediate and the "foreseeable" effects of
the proposed directional boring ba historic resources in the vicinity.
According to our maps and files, the project appears to lee almostentirely within the Wilmington Historic
District (NHOM3), a district listed in the National Register of Historic Places, A portion of the project is also
irntuediately south of the USS North Carolina (A1Ii0004), a National Historic Landmark and North Carolina's
state WWII Memorial.
The work would begin at the intersection of Orange and Front Streets; in the city -side of the historic district.
The 1894 Von Kampen Building and 1855 StemmermanBuilding are located on the north side of Orange
Street at South Front Street The Wilmington Iron Works, with buildings dating from the 1920s, 1940s and
1990s, are located on the south side of Orange Street at South Water Street AD of these buildings are of brick
construction and the proposed demolition and drilling work associated with the installation of the utility lines
along Orange Street could adversely affect their structural integrity and exterior brick facades.
As outlined in your email, the site located on the west We of the Cape Fear Rivet where the utility lines would
emerge has been the scene of intense maritime and industrial activity for well over 150 years, For this reason,
much of the river's west side is also included in the Wilmington National Register Historic District, with fifteen
listed shipwreck and maritime properties documented in the marsh and intertidal waters. Because any
development of the site likely contemplates future river access, there is the potential for adversely affecting
both known and unknown historic resources in these areas.
1 u ft*= 109 SWJome Street, Rak*h NG 17601 Mailing Adds : 4617 Ma] krim Cm=, as 60 NC 27699.s617 Tekphoee/Faa: (910180' 657019V6591)

RECEIVED
MAR 2 2 Z017
DCM- NIHD CITY

5out6ern E_nvironmental Group, Inc.
5515 5outk College Road, juite I_, • Wilmington, NC 2841 2
I'6one: 910.452.271 1 • Fax: 91 O.i j2.2899 •Email, okiceC�seBi.ua
21 March 2017
Electronic Mail
NC Division of Coastal Management
Ms. Heather Coats
127 Cardinal Drive Extension
Wilmington, NC 28405
Heather.coatsnncdenr.gov
Re: Subaqueous Utility Line CAMA Major Permit
Response to Request for Additional Information
125 Battleship Road NE, New Hanover County
Dear Heather,
Southern Environmental Group, Inc. (SEGi) is in receipt of your letter dated 14 March 2017, wherein additional
information is requested (denoted in italics below) to address comments from state, federal and local review
agencies. With this correspondence, SEGi would like to submit the following information as per the DCM's
request:
1) Please clarify the applicant/property owner's name. The MP-1 form states the applicant is Diamond
Back, the agent authorization form and narrative lists the name of the property owner as Holdings
ofTCM, Inc., and the deed shows the property owner as Team Carolina Marine, Inc.
Holdings of TCM, Inc. was formerly known as Team Carolina Marine, Inc. The name was officially
changed February 2, 2016. Holdings of TCM, Inc. is owned by the parent company Diamondback
Development, LLC. The Permittee for this project is Holdings of TCM, Inc. MP-1 has been corrected to
reflect this (see Attachment 1).
2) Please submit a green card for DOT as proof they received their adjacent riparian property owner
notification, and submit documentation that the notification to Riverwalk Condos HOA was sent to a
registered mailing address.
SEGi attempted to notify the NC DOT, however the mailing was returned as "unclaimed" (see
Attachment 2). SEG has sent notifications to this address previously and has verified that the mailing
address is valid and accurate.
Notification was sent to the Riverwalk Condos HOA, Inc., but was returned. After much research, it was
determined that the HOA was managed by CEPCO. At that time, SEGi contacted the CEPCO office and
was directed to speak with Mr. Kyle Bettina. On 17 January, SEGi emailed the notification and
accompanying information to Mr. Berzina (see Attachment 3), in hopes of securing a signed waiver. A
reply was never received. Therefore, on 24 January, SEGi certified mailed the notification to CEPCO and
to the attention of Mr. Kyle Berzina, but the signed green card has not been returned. SEGi utilized the
services of Mailbox Express for this mailing, but they are not able to locate the USPS Certified Mail
"Receipt", which contains the tracking number. Mailbox Express provided the attached receipt as
verification that the mailing did in fact go through their office (see Attachment 4). SEGi has since
contacted CEPCO to verify that their office is in receipt of the notification. If no resp sreceived
within 2 days of this letter, SEGi will certify mail the notification to CEPCO again. ' V E D
DCM WILMINGTON, NC
1 (Response to DCM RFAI Dated 3/14/17) MAR 2 1 2017

3) The Department of Natural and Cultural Resources (DNCR) has objected to the project in the attached
letter dated March 9, 2017, based on concerns that the utility lines will result in an adverse effect upon the
USS North Carolina battleship and on the Wilmington National Register Historic District, including
terrestrial and submerged archeological sites that contribute to the history of the district.
SEGi and the Applicant are scheduled to meet with the DNCR on 29 March. It is our hope that we will be
able to address the agencies concerns at that time.
4) The NC State Property Office (SPO) objected to the project in the attached memo dated March 9, 2017.
Their objection was also based on concerns regarding the project's effect upon the USS North Carolina.
An invitation to attend the 29 March meeting, with the DNCR, was emailed to Ms. Joy Wayman, with
the SPO. It is anticipated, based on the SPO's comments, that addressing the DNCR's concerns will
also address the SPO's concerns.
5) DCM's Fisheries Resource Specialist expressed concerns in the attached memo dated 319117 about the
use and maintenance of sewer lines installed under the Cape Fear River by a private company.
As has been stated, once the utility lines have been installed and certified, control over the lines will be
turned over to the CFPUA. Use of the utility lines will not take place until after they have been accepted by
the CFPUA.
With regard to those comments that are not necessarily required to continue processing the application, SEGi
provides the following comments:
1) The Division of Transportation (DOT) commented that any work proposed within the right-of-way of
SR1442 (Battleship Road NE) may require DOT review and an encroachment agreement. The DOT has
indicated that the road notated as "International Paper Co. Rd" on the plans is listed by DOT as SR 1442.
It is recommended that you also clarify in the plans whether the proposed project would encroach within
the right-of-way of SR 1442.
At this time, the CFPUA and the NC DWR—Public Water Supply Section permits only include work to the
ROW. A DOT permit to work within the ROW will be obtained prior to work in any DOT ROW area.
2) The City of Wilmington commented that the applicant must coordinate with City Engineering.
Coastal Land Design is in contact with the City of Wilmington Engineering Department.
3) The Division of Water Resources- Public Water Supply Section commented that plans and specs need
to be submitted to them for the waterline before construction begins.
Plans and specifications will be submitted to the DWR—Public Water Supply Section, prior to the
commencement of work.
We understand that this response does not address all of the concerns listed within the DCM's RFAI, but we are
working diligently on doing so. With that in mind, we respectfully request that the DCM allow the permit process
to continue without delay. SEGi will submit additional information regarding the DNCR's and SPO's concerns
directly after the 29`s meeting.
As always, thank you for your continued assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist

Attachment 1 — 125 Battleship Road NE (3/21/17)
0CM MO-1
APPLICATION for
Major Development Permit -
(last revised 12127106) North Carolina DIVISION OF COASTAL
w'6^ tj� v ,r; t'�"'""k:+X 5. • Yt,9' r3 5
1'PremaryApplrcanY/Landownerinformahon
9lfi' d xt;
:' C UzYd,S:V niM1..,Y i ate.:'. Y '� ° at 'i ra
.:...f ,. a .. ♦ .ss ,..u.. t .
-, e „v... a.
bi ,i d}�x. d. n.d' i_PNW {5 i
Business Name
Project Name (if applicable)
Holding of TCM, Inc.
125 Battleship Road NE
Applicant l: First Name
MI
Last Name
Jay
Shan
Applicam2: First Name
MI
Last Name
Bryan
Hamby
Ifadditional applicants, please attach an additional pages) with names listed.
Mailing Address
PC Box
City
State
3818
Mooresville
NC
ZIP
Country
Phone No.
FAX No.
28117
US
704.840.6978 (Bryan) ext.
- -
Street Address(ifdieientfmm above)
City
State
ZIP
NA
Email
Bham bv09(6'.email.com
2. Agent/Contractor Information
Business Name
Southern Environmental Group, Inc. (SEGi)
-
Agent/ Contractor 1: First Name
MI
Last Name
Dana
A
Lutheran
Agent/ Contractor 2: First Name
MI
Last Name t
Mailing Address
PC Box
City
State
5315 South College Road, Suite E
Wilmington
NC
ZIP
Phone No. I
Phone No. 2
28412
910 - 228 - 1841
ext.
910 - 452 - 2711 ext
FAX No.
Contractor N
NA
NA
Street Address(fdiemntfrom above)
City
State
ZIP
Same as above
-
Email
d I u thera n(a7seei.us
-
Page 1 of 4

Enclosures (5)

Dana Lutheran
From: Dana Lutheran [[e-mail]]
Sent: Tuesday, January 17, 2017 4:27 PM
To: '[e-mail]'
Cc: '[e-mail]'
Subject: 212 S Water Street, Wilmington, NC
Hello, Kyle and Matt
Southern Environmental Group, Inc., on behalf of TCM, Inc., submitted a CAMA Major Permit Application to
the Division of Coastal Management, for a subaqueous utility line that will be directionally drilled under the
Cape Fear River. The boring will commence at the intersection of Front and Orange Streets and will terminate
on the west side of the river, at 125 Battleship Rd. NE. As part of that permit process, notification of the
proposed work must be supplied, typically via certified mailed, to the adjacent riparian property owners, in this
case Riverwalk Condominiums of Wilmington Unit Owners' Association, Inc., the entity listed as the property
owner of 212 S Water Street (i.e. the riparian property owner). The NC Secretary of State has CEPCO listed as
the management company for the HOA. In speaking with the receptionist, it was recommended that l contact
you, for assistance with this matter.
Would you please call me at 910.228.1841 to discuss this? I will explain the details at that time
Thank you, in advance.
Dana
Dana A Lutheran
Southern Environmental Gro.p, lna
5315 South College Road, Suite E
Wilmington, NC z841 z
Office 910.452.271 1
Mobile g i oz28.I a4I

r� x

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Holdings of TCM, Inc. clo Jason Shott COUNTY: New Hanover
PROJECT NAME: Battleship Subaqueous Utility Line
LOCATION OF PROJECT: Cape Fear River, adjacent to the intersection of Orange & Front Streets, in downtown
Wilmington, New Hanover County
DATE APPLICATION RECEIVED COMPLETE BY FIELD:1-24-17
FIELD RECOMMENDATION: Attached: Yes
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Sean Farrell
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 2-17-17
ADJ. RIP. PROP NOTICES REC'D:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:— L11"`I��//I11 n
MAIL OUT DATE: 2-14-17
FEDERAL DUE DATE:
To Be Forwarded:
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE REC'D: $400 / #10045
END OF NOTICE DATE: 3-10-17 ✓
DEED C'D:
ON:
150 DAY DEADLINE:
STATE DUE DATE: 3-10-17
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
✓
Coastal Management - LUP Consistency
Division of Community Assistance
/ S -7
Land Quality Section (DEMLR)
/11Z.1 / 17
Division of Water Resources (401)
Storm Water Management (DEMLR)
State Property Office
al
Division of Archives & Historyvot
li 7
✓
Division of Environmental Health
i 7
Division of Highways
Wildlife Resources Commission
3 1 D I -7
Local Permit Office
era 3 1 (7
S a COW
y
�1. 'If i rr
Division of Marine Fisheries / DCM SJ
I,S 17
(an wrY4i
Corps of Engineers
%6,/S Z12 1/17 /,'/JAWS I S eC ne; A rc 6(
kv 0h4ziliac.

Recommendations for State Permit — Holdings of TCM, c/o SEGi 02/13/2017
It is the staff's recommendation that the proposed development is CONSISTENT with the Rules of 15 NCAC
711.0206 (d) Use Standards for Estuarine Waters and Rules of 15 NCAC 711.0207 (d) Use Standards for Public
Trust Areas. It appears that the project is CONSISTENT with the use standards set forth in NCAC 07H
.0208(a) General Use Standards. It is the staff s recommendation that the proposed upland development is
CONSISTENT with the Rules of 15A NCAC 07H .0209 COASTAL SHORELINES (d). The proposed utility
line project also appears to be CONSISTENT with the General Permit conditions under 15A NCAC 07H.1500
General Permit for the installation of aerial and subaqueous utility lines with attendant structures in Coastal
Wetlands: Estuarine Waters: Public Trust Waters and Estuarine Shorelines.
Rule 15A NCAC 07H.0601 states, "No development shall be allowed in any AEC which would result in a
contravention or violation of any rules, regulation, or laws of the State of North Carolina or of local government
in which the development takes place." The proposed project may be found to be INCONSISTENT with this
rule due to the 13 proposed lots located in an area currently zoned as Industrial by New Hanover County.
This office has no objection to the proposed work, provided it is consistent with local, state and federal
permitting requirements. An easement should be obtained from the State Property Office for the proposed
development within Public Trust Area. It is recommended that any permit issued include standard permit
conditions.
RECEIVED
FEB 15 2017
DCM- MHD CITY

MEMORANDUM
To: Heather Coats
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Applicati Pnoldings of TCM,
Wilmington and New Hanover County
Date: March 14, 2017
,IlWNCY DET ION:
This project is consistent with the 2006 Wilmington -New Hanover County Joint
Land Use Plan Update, and the 2016 New Hanover CountyComprehensive Plan.
The applicant proposes to directionally drill a bore hole beneath the Cape Fear River to
install a waterline and twin force sewer mains to service proposed lots adjacent to the
Cape Fear River along the western bank of the river across from historic downtown
Wilmington.
Areas of Environmental Concern (AEC's) impacted by the proposal are EW, PTA, ES
and PTS. Waters at the project site are classified as SC and are not open to the harvesting
of shellfish. The area is a Primary Nursery Area.
I have reviewed this proposal for consistency with the 2006 Wilmington -New Hanover
County Joint CAMA Land Use Plan, and the 2016 New Hanover County Comprehensive
Land Use Plan and offer the following comments.
The general area of the project is classified as Resource Protection/Industrial.
In general, Wilmington -New Hanover County allows development in Resource
Protection/industrial classified AECs, which is consistent with the State's minimum use
standards. The 2006 Wilmington -New Hanover County Land Use Plan and the 2016
New Hanover County Comprehensive Plan contains some policies, which exceed the
State's minimum use standards, however none of these policies are applicable to this
project.
This project appears to be consistent with the 2006 Wilmington -New Hanover
County Joint Land Use Plan Update, and the 2016 New Hanover Comprehensive
Plan.
Cc: File

�i
Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO: Mark Zeigler
Division of Community Assistance
Wilmington Regional Office
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelan
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 Vy� (i✓�� �DATED 2( /S-// 7
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 29405
910-796-7215

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Coastal Management Director
ENVIRONMENTAL QUALITY
February 14, 2017
TO: Dan Sams
District Manager-DEMLR �� i Ip 2017 t
Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenrpov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 e DATED 2/ (/ 11 7
RECEIVED
DCM WILMINGTON, NC
rEB 21201?
State ofNonh Carolina I E.tcautemal Quality I Comet Management
127 Cardinal Drive Ext, Wilmington, NC28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
FROM:
SUBJECT:
Applicant:
ECEIVE
FES 14 2017
Georgette Scott
Stormwater Section
DEMLR - WiRO
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON DAVIS
Director
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsa(�ncdenr.aov
Fax: [phone] (Courier 04-16-33)
CAMA / Dredge & Fill Application Review
Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: 1�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 r5)� (,��1— DATED __2_ 7
DCM WILM NIGTON. NC
State of North Carolina I Environmental Quality I Coastal Management L
127 Cardinal Drive Ent.. Wilmington. NC 28405 L L b 2 3 2017
910-796-7215

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
March 10, 2017
Andrew,Shott, President
Holdings of TCM, Inc
PO Box 3818
Mooresville, NC 28117
Subject: State Stormwater Management Permit No. SW8 170219
Wilmington Reserve
Low Density Subdivision Project
New Hanover County
Dear Mr. Shott
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
the subject project on March 9, 2017. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000
effective January 1, 2017. We are forwarding Permit No. SW8 170219, dated March 10, 2017, for the
construction, operation and maintenance of the built -upon areas and vegetated conveyance system
associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the permit conditions regarding the limitation of built -upon
area, modification of the project, the operation and maintenance of the vegetated conveyance system, and
the procedures for changing ownership of and/or transferring the permit. Please also pay attention to the
permit conditions that requires the recordation of deed restrictions and protective covenants, easements,
and the maintenance agreement, which must all be provided along with certification upon completion of
the project. Failure to comply with these requirements will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAR
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Christine
Hall in the Wilmington Regional Office, at [phone].
Sincerely,
.T Tracy Davis, .E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2017\170219 LD\2017 03 permit 170219 RECEIVE
cc: Jay Shott, Development Coordinator, PO Box 3818, Mooresville, NC 28117
Jay Carmine, Coastal Land Design, PLLC
New Hanover County Building Inspections MAR 21 2017
New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File DCM- MHD CITY
Stare of North Carolina I Environmental Quality 1 Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

State Stormwater Management
Permit No. SW8 170219
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Holdings of TCM, Inc.
Wilmington Reserve
125 Battleship Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of a 24% low density subdivision project in compliance with
the provisions of Title 15A NCAC 2H .1000 effective January 1, 2017 (the "stormwater rules") and the
approved stormwater management plans, application, supplement, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
The permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
approved plans and specifications. The overall percent of built -upon area (BUA) permitted for
the project must not exceed 24% per the requirements of the stormwater rules. This permit
covers the construction of a total of 112,000 square feet of BUA, which includes 102,500 square
feet of proposed BUA and 9,500 square feet of future BUA allocation.
Each of the 13 lots are limited to a maximum amount of built -upon area as indicated in
Attachment A of this permit and as indicated in the approved plans and specifications.
A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications. All stormwater runoff, including roof drains, shall be released as dispersed
flow no closer than at the edge of the vegetated setback. At no time shall stormwater runoff be
piped into or through the setback.
4. This project has maximized dispersed flow of stormwater runoff through vegetated areas and
minimized the channelization of flow. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (H:V)
designed to not erode during the peak flow from the 10-year storm event as defineEIVED
stormwater rules and approved by the Division.
MAR 21 2017
Page 1 of 7
DCM- MHD CITY

State Stormwater Management
Permit No. SW8 170219
5 No piping shall be allowed except those minimum amounts necessary to direct stormwater
runoff beneath a built -upon area such as a road or driveway when it cannot be avoided.
6 This project does not propose any stormwater outlet discharge points and therefore will not
cause erosion during the 10-year storm event.
II. SCHEDULE OF COMPLIANCE
1. The project shall be constructed in accordance with the conditions of this permit and the
approved plans and specifications.
2. Vegetated areas and vegetated conveyances shall be entirely constructed, vegetated, and
operational prior to the construction of any built -upon area, per the approved plans and
specifications.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the vegetated
areas or vegetated conveyance system will be repaired immediately.
4. The permittee shall at all times provide and perform the maintenance necessary, as listed in the
signed Operation and Maintenance Agreement titled Swale System Maintenance Requirements,
a part of the Low Density Supplement, to assure that the permitted vegetated conveyance
system functions at the approved design condition. The approved Operation and Maintenance
Agreement is incorporated by reference into this permit and must be followed in its entirety and
maintenance must occur at the scheduled intervals.
5. The Operation and Maintenance Agreement shall be referenced on the final plat, if there is one,
and shall be recorded with the county Register of Deeds.
6. The maximum built -upon area assigned to each lot via this permit and the recorded deed
restrictions and protective covenants may not be increased or decreased by either the
individual lot owner or the permittee unless and until the permittee notifies the Division
and obtains written approval from the Division.
The permittee shall review each lot for new construction and all subsequent modifications and
additions to ensure compliance with the conditions of the permit and the approved plans and
specifications. The plans reviewed must include all proposed built -upon area, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed built -upon area has been exceeded, or where modifications to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved
by the Division. The permittee may establish an Architectural Review Board (ARB) or
Committee (ARC) to conduct these reviews. However, any approval given by the ARB or ARC
on behalf of the permittee does not relieve the permittee of the responsibility to maintain
compliance with the conditions of the permit and the approved plans and specifications.
8. The permittee is responsible for verifying that the proposed built -upon area on each individual lot
and for the entire project does not exceed the maximum amount allowed by this permit. The
permittee shall routinely monitor the lots for compliance with the permit, the approved plans and
specifications, and the recorded deed restrictions and protective covenants. The permittee shall
notify any lot owner that is found to be in noncompliance with the conditions of this permit in
writing, and shall require timely resolution.
9. Deed restrictions and protective covenants are incorporated into this permit by reference and
must be recorded with the Office of the Register of Deeds prior to the sale of any lot. Recordedd�
�-
deed restrictions and protective covenants must include, at a minimum, the following statemei
related to stormwater management: LuL.I!
The following
^ V
a. covenants are intended to ensure ongoing compliance with State StormwaZlt
ti 0
Management Permit Number SW8 170219. as issued by the Division of Energy, Minera�
and Land Resources under NCAC 2H.1000.
V
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b. The State of North Carolina is made a beneficiary of these covenants to the extent
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necessary to maintain compliance with the Stormwater Management Permit.
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c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
V
Page 2 of 7
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State Stormwater Management
Permit No. SW8 170219
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
f. The maximum built -upon area per lot is as shown in Attachment A. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina, driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. For those lots within the CAMA Area of Environmental Concern, where DCM calculates a
different maximum lot built -upon area, the governing maximum lot BUA shall be the more
restrictive of the two amounts.
h. Filling in, piping or altering any vegetated conveyances (ditches, swales, etc.) associated
with the development, except for average driveway crossings, is prohibited by any
persons.
i. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures,
from the top of bank of each side of streams or rivers, and from the mean high waterline of
tidal waters, perpendicular to the shoreline.
j. All roof drains shall be released as dispersed flow no closer than at the edge of the 50-foot
vegetated setback. At no time shall stormwater runoff be piped into or through the setback.
k. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143, Article 21.
10. A copy of the recorded deed restrictions and protective covenants must be submitted to the
Division within 30 days of the date of recording the plat and prior to selling lots.
11. All stormwater collection systems and/or vegetated conveyance systems must be located in
either public rights -of -way, dedicated common areas and/or recorded easements. The final plats
for the project will be recorded showing all required public rights -of -way, common areas and/or
easements, in accordance with the approved plans.
12. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification noting any deviations from the
approved plans and specifications. Deviations may require approval from the
Division,
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants; and
iv. If applicable, a copy of the recorded plat delineating the maintenance access and
drainage easements.
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
RECEIVED
MAR 21 2017
DCM-MHD11.11
Page 3 of 7

State Stormwater Management
Permit No. SW8 170219
13. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications, except for minimum driveway crossings. Prior to the construction of
any modification to the approved plans, the permittee shall submit to the Director and shall have
received approval for modified plans, specifications, and calculations including, but not limited
to, those listed below:
a. Any modification to the approved plans and specifications, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Filling in, piping, altering, modifying, removing, relocating, redirecting, or resizing of any
component of the approved vegetated conveyance system shown on the approved plan,
except for a minimum driveway crossing.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit. The request must include a
proposed amendment to the deed restrictions and protective covenants for the subdivision,
and a soils report identifying the type of soil, the Seasonal High Water Table elevation and
the infiltration rate.
g. The construction of any 57 stone area to be considered as a permeable surface.
h. Other modifications as determined by the Director
14. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of modified plans and certification in writing to
the Director that the changes have been made.
15. Prior to transfer of the permit, the vegetated conveyance system will be inspected by Division
personnel. The project and the vegetated conveyance system must be in compliance with all
permit conditions. Any items not in compliance must be repaired, replaced or restored to design
condition prior to the transfer.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21,
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any and all other permits or approvals that are required in order for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
In the event that the project fails to meet the requirements of a low density project, the permittee
shall take immediate corrective actions. This includes actions required by this Division and the
stormwater rules such as the construction of an additional or replacement vegetated
conveyance system and/or stormwater control measures. These additional or replacement
measures shall receive a permit from the Division prior to construction.
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Page 4 of 7

State Stormwater Management
Permit No. SW8 170219
4. This permit is not transferable to any person or entity except after notice to and approval by the
Director. The permittee shall submit a completed and signed State Stormwater Request Form
for Permit Transfer or Permit Information Update, accompanied by the supporting
documentation as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. Any ownership change including:
i. The assignment of declarant rights to another individual or entity;
ii. The sale or conveyance of the project area in whole or in part, except in the case of
an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants,
iii. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
iv. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and
NCGS 57D-6-07;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121,
d. A name change of the current permittee;
e. A name change of the project,
f. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all of these terms and conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
6. The permittee grants Division staff permission to enter the property during normal business
hours for the purposes of inspecting all components of the permitted project.
7. The permit issued shall continue in force and effect until modified, revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of a request for
a permit modification, revocation and re -issuance, or termination does not stay any permit
condition.
8. Approved plans, application, supplements, calculations, operation and maintenance agreement,
and specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of this permit, application, supplements, operation and maintenance agreement,
and approved plans and specifications shall be maintained on file by the permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the vegetated areas must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
Permit issued this the 10'" day of March 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 170219
RECEIVED
MAR 2 ] 2017
DCW wo tay
Page 5 of 7

State Stormwater Management
Permit No SW8 170219
Attachment A
Permitted:
3/10/2017
Lot Number
Maximum BUA, sf
1
6000
2
6000
3
6000
4
7500
5
6000
6
6000
7
8300
8
9800
9
9800
10
9800
11
9800
12
8000
13
7000
Total
100000
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Page 6 of 7

State Stormwater Management
Permit No. SW8 170219
Stormwater Permit Number SW8 170219
Wilmington Reserve
New Hanover County
Designer's Certification — Low Density Project
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that
project and the stormwater system has been built in accordance with the approved plans and
specifications.
Required Items to be checked for this certification to be considered complete are listed below.
Please note any deviations from approved plans and specifications here:
SEAL
Signature
Registration Number
Date
Certification Requirements:
1. The individual lots and project contains no more than the maximum permitted amount
of built -upon area.
2. All of the built -upon area associated with this permit has been constructed and is
graded in accordance with the approved plans and specifications.
7. The vegetated conveyance system has been constructed in accordance with the
approved plans and specifications and adequately conveys the stormwater runoff.
4. Vegetated slopes are no steeper than 3:1.
3. The project has been stabilized with permanent vegetation such that sediment is not
leaving the lot.
5. Roof drains are released no closer than the edge of the vegetated setback and the
runoff.is allowed to flow through as dispersed flow.
cc: NCDEQ-DEMLR
New Hanover County Building Inspections
RECEIVED
MAR 81 2017
DCM- WAn C
Page 7 of 7

Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
Tim Walton
Dept of Administration
State Property Office
FEB 16 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
D rector
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsl7ncdenr.w
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shoff
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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*"
SIGNEI
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
/ are incorporated. See attached.
V This agency objects to the project for reasons described in the attached
comments.
DATED � - A - \a
State of North Carolina � Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 29405
910496-7215
Cif
RECEIVED
DCM WILMINGTON, NC
MAR f 3 2017

r
Roy Cooper, Governor
North Carolina
Department of Administration
State Property Office
March 9, 2017
To: Heather Coats
Assistant Major Permits Coordinator
From: Joy Wayman
Real Property Ag
Re: CAMA /DREDGE ermit Application Review
Applicant — Holdings of TCM, Inc.
Waterline and twin sewer force mains under the Cape Fear River
Machelle Sanders
Secretory
Tim Walton
Dvector
Reply: The State Property office objects primarily to the project's potential effect upon the USS North
Carolina. As a National Historic Landmark and the State's WWII Memorial, the battleship is a highly valued
historic and tourism asset. Also of concern is the impact on the Battleship's view shed from the proposed
subdivision that the utility lines are designed to serve. The State Property Office shares the concerns of the
North Carolina Department of Natural and Cultural Resources (see attached) and requests that those objections
and concerns be addressed.
State of North Carolina I State Property Office
116 West Jones Street, Suite 4055 1 1321 Mail Service Ctr. I Raleigh, NC 27699
919 807 4650 T I Web: http://www.ncspo.com
RECEIVED
DCM WILMINGTON, NC
MAR 13 2017

r
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Hutos, Administrator
Govcmor Roy Cooper Office of AnJu cs and History
Sectary Susi H. Hamilton Deputy secretary Kevin Cherry
February 1, 2017
Dana A. Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Re: Proposed boring project for water and sewer lines from the intersection of Orange and Front
Streets under the Cape Fear River to 125 Battleship Road NE, New Hanover County,
ER 17-0127
Dear Ms. Lutheran:
Thank you for your email of January 16, 2017, transmitting information about the above -referenced proposed
boring project. We have reviewed the materials provided and offer the following.
We understand that your request for our comments is made at the direction of the Division of Coastal
Management, because the river crossing requires a CAMA major permit. We are also aware of the proposed
rezoning of the property located at 125 Battleship Road, NE. Given that such a crossing will likely foster
development of the property and that the crossing would likely not be undertaken but for planned
development at that site, we believe it prudent to consider both the immediate and the "foreseeable" effects of
the proposed directional boring on historic resources in the vicinity.
According to our maps and files, the project appears to lie almost entirely within the Wilmington Historic
District (NH0003), a district listed in the National Register of Historic Places. A portion of the project is also
immediately south of the USS North Carolina (NH0004), a National Historic Landmark and North Carolina's
state WWII Memorial.
The work would begin at the intersection of Orange and Front Streets, in the city -side of the historic district.
The 1894 Von Kampen Building and 1855 Stemmemian Building are located on the north side of Orange
Street at South Front Street The Wilmington Iron Works, with buildings dating from the 1920s,1940s and
1990s, are located on the south side of Orange Street at South Water Street All of these buildings are of brick
construction and the proposed demolition and drilling work associated with the installation of the utility lines
along Orange Street could adversely affect their structural integrity and exterior brick facades.
As outlined in your email, the site located on the west side of the Cape Feat River where the utility lines would
emerge has been the scene of intense maritime and industrial activity for well over 150 years. For this reason,
much of the river's west side is also included in the Wilmington National Register Historic District, with fifteen
listed shipwreck and maritime properties documented in the marsh and intertidal waters. Because any
development of the site likely contemplates future river access, there is the potential for adversely affec�VEIVED
both known and unknown historic resources in these areas. DCM WILMINGTON, NC
1AcadOLL 109 East Jones Suet, Rdeigh NC 27601 Mading Address:4617 NW Service Centcr, Releiah NC 27699.4617 Telepitom/Fa:: [phone]#04 3 2017

In light of the decades -long and significant maritime activity at the subject site, there is a very high probability
of other as yet unrecorded archaeological sites being present, warranting an intensive archaeological survey of
all high ground areas. As part of any federal or state permit review, we would recommend such a survey and
addressing any effects to sites that may be determined eligible for listing in the National Register.
Finally, we are very concerned about the effect that any proposed development at 125 Battleship Road will
have upon the USS North Carolina. As a National Historic Landmark and the State's WWII Memorial, the
battleship is a unique historic resource worthy of the highest degree of consideration, including any effects on
its viewshed and visitation. Thus, we are very interested in potential plans for new construction on the site,
including but not limited to:
• whether any portions of the property would be elevated to provide for drainage or flood
avoidance;
• the height and massing of buildings and associated amenities such as open areas;
• access to the river; and
• owner access and parking.
As you very likely are aware, this area is subject to repeated flooding during high tides and storm events as well
as to serious access delays getting onto US 17/421. Any changes at the subject site that would exacerbate these
conditions would adversely affect the battleship and it mission.
The above comments ate made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800 as well as with North Carolina General Statute 121-12(a). We hope that they are of assistance to you
and the Division of Coastal Management. Because we understand that a river crossing for utilities would
requite an easement from the State of North Carolina and potentially the US Army Corps of Engineers, we are
courtesy copying their representatives.
If you have questions concerning these comments, please contact Renee Gledhill -Earley, environmental review
coordinator, at 919/807-6579. In all future communication concerning this project, please cite the above -
referenced tracking number.
Sincerely,
Ramona M. Bartos, Deputy
State Historic Preservation Officer
Sincerely,
cc: Dr. Kevin Cherry, Deputy Secretary, NCDNCR
Captain Terry Bragg, USS North Carolina
Doug Huggett, DCM
Tim Walton, State Property Office
Henry Wicker, USACE
Dawn Snotherly, Wilmington HDC
George Edwards, Historic Wilmington Foundation
RECEIVED
DCM WILMINGTON, NC
MAR 13 2017

Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO
FROM
ROY COOPER
(k,wm
MICHAEL S. REGAN
lw•
BRAXTON DAVIS
1)~e
Renee Gledhill -Early
Dept. of Cultural Resources
Archives & History `r
r
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext , Wilm., NC 28405 heather, coatsCilncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shott '
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 L �l
ICl__;VEl7
DCIbi WILMINGTON, NC
Sbte of NWh Carolma lmuauncntal Owilry I Coastal Atanab' I MAR 0 9 2017
12, Ca &W Dive Eat., Wdnunglon, NC 28405
91(OW7215

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North Carolina Department of Nat"-' - d Cdltural Resources',:
` staw Historic Preservation
c t i , a �Ramona M Ear*, Admmisratoi
m emor Roy Cooper,.:. .Office ofArchtves and History, .
3wretary Sii9t H Hamilton - Sec jr,Kevin
3 ,��.. ; ;� .. :DeiMy rCtarY. Cherry:,
t', r �^ ,
March;9, 2017
i
MEMORANDi7Ivf �,
_14,
Iz
To: _' Heather Coats, Assistant Major permits,,Coordinator heath er:coatsr ncdenr gov
_ . NCDEQ/Division of Coastal'Managemient x
From. Renee Gledhill -Earley
1 ,
Environnental'Review C An or _
Re ,CAMA/Dredge &;.Fill Permit;Holdings of TCM, Inc., Installation.of Waterline and Twin I .,
Sewer Force Mains under Cape Fear River,"Wilmington, New Hanover County, ER 17-0127
: We are in receiptof your February14 2017, tuemorandum,providing the above=referenced permit
'application t'or review.=As we provided comments•on this matter to the applicant's `agent on February `l �-•;,
2017 with copies to the Division,of Coastal Management and US Army Corps of Engineer's, we attach them.
now and note our, objection to the, issuance of a permit for the crossing. Based, on the information provided,'
ibis our opiniou`that the proposed utility crossmg will result in an advei`se, effect upon the USS'North
Carolina, a'National Historic Landmark and WWII Memorial,. and on the. Wilmington National` Register
Mstonc:D�strict.including terrestrial'and;submerged,archaeological sites that contribute to the historyof.
' ,'that diNct.F
Having rev,ie-wed'the permit; we would h6te'the following -
Contrary to the:answer piovided to Question 4(g) Site.Descrnpoon; the property in question -
appears to lie almost wliollywithin the Wilmington National-Register.Historic District; A map of '
the area with the National Register -listed Wilmington Historic District sinown in blueshading is
attached for :your review. -
•_ The project suriimary and-supporting,plim sheets; submitted as part of the permit application,
'.. indicate that the water and sewer lines are to serve a thirteen (13) lot subdivision..However,
acc6idinj to the notice of a ,required community meeting for the proposed rezoning an February'28; ;, '
2017 and the info_ rmation.provided with. that notice, the Proposed subdivision;is-to. be fifteen M)
residential` lots.
1 .
IY
The above comments'are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council lori Historic Preservation's Regulations for Compliance. with Section 106.codified at,36.
CFR'PaA ii, :,.
. _ 1 _ , .. ._. 4
a
Locadoo 109 east ]ones Street, ieleigiiiyez76�n ,FfailingAddress.4617 Maii,Secv6Center. Raloit ztd9a-9a17'rMephou,eJFai:.(919)fior-frs7o�ao -ssv9.
,

In light of the decades -long and significant maritime activity at the subject site, there is a very high probability
of other as yet unrecorded archaeological sites being present, warranting an intensive archaeological survey of
all high ground areas. As part of any federal or state permit review, we would recommend such a survey and
addressing any effects to sites that may be determined eligible for listing in the National Register.
Finally, we are very concerned about the effect that any proposed development at 125 Battleship Road will
have upon'the USS North Carolina. As a National Historic Landmark and the State's WWII Memorial, the
battleship is a unique historic resource worthy of the highest degree of consideration„ including any effects on
its viewshed and visitation. Thus, we are very interested in potential plans for new construction on the site,
including but not limited to:
• whether any portions of the property would be elevated to. provide for drainage or flood
avoidance;
• She height and massing of buildings and associated amenities such as open areas;
• access to the river; and
• owner access and parking.
As you very likely are aware, this area is subject to repeated flooding, during high tides and storm events as well
as to serious access delays getting onto US 17/421. Any changes at the subject site that would exacerbate these
conditions would adversely affect the battleship and it mission.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for, Compliance with Section 106 codified at 36 CFR
Part 800 as well as with North Carolina General Statute 121-12(a). We hope that they are of assistance to you
and the Diva$lOn of Coastal Management. Because we understand that a rivet crossing for utilities would
require an easement from the State of North Carolina and potentially the US Army Corps ofagincers, we are
courtesy copying their representatives.
If you have questions concerning these comments, please contact Renee Gledhill-Earlcy, environmental review
coordinator, at 919/807-6579. Itt all future communication concerning this project, please cite the above -
referenced tracking number.
Sincerely,
Ramona M. Bartos, Deputy
State Historic Preservation Officer
Sincerely,
cc: Dr. Kevin Cherry, Deputy Secretary, NCDNCR
Captain Terry Bragg, USS North Carolina
Doug Huggett, DCM
Tim Walton, State Property Office
Henry Wicker, USACE
Dawn Southerly, Wilmington HDC
George Edwards, Historic Wilmington Foundation

Holdings of TCM, Inc.- - CAMA Dredge:& Fill Application
Installation of waterline and- twin sewer force mains under Cape Fear River
Blue shaded.areas:are listed in the National Register of Historic Places, including the subject property, Cape Fear River,
and City of Wilmington
r

i
..,t
If
North'Carohna'Departiiient'bf Nattttal and Cultural Resources ;.
State HistoticPieserntion-Office r
:Raman M Butor Administrator .
Govmmi Roy Cooper
&,urauy.sosi IL Hammon r , ..+ ( 1 - D�epmy,o$ Kcetu}, (CevA (7rrer, .
_ - - •
February 1, 2017,
Dana A Lutheran
Spiithetn.Envitontnental Group, Inc.'
_ 5315 South College Road, Suite E _
Wilming- ti.28412
Re; Proposed boring"pcojecf for water and sewer lines. from the intersection of Orange and Frorit
Streets' under the Gape Feaz.River to 125 Battleship Road NE, New Hanover County,
ER17-0127
,
Dear.Ms. Lutheran:
think you for your email of Jamlary'16, 2011, transtmtting'informadim about the above -referenced proposed,
boring project. We have reviewed the materials provided and offer the following.
We understand that'your request for our comments is matte, at the'direction of the Division of Coaiwl
Mahagement,.because the rivet[czoss — requires a CAMA ma
to We are also aware of the proposed
rezoning of the:property located it 125 Battleship Road, NE. Given that such a crossing will likely foster
development.of the property and that the.cross rig would1kely not be undettaken but for planned
" development at that kte,we believe. t prudent to consider,both.the immediate and the r_`foreseeable"'effects of '
the'proposed;direcnorial.boringba.historic resources in the yiciaity.,
Accorid'ing to our tnaps and files; the project appears to lie "almost entirety within:the Wibnirigton Historic -
Distiict (NH0003), a district listed in the National Rcgistei of Historic Places. A;portion of the project is also ;
immediately; south of the USS North'Carolina°(i4gbO04), aNational Historic Landriml `snd'Nottb Catolina's.
state WWII: Memorial. _
The work would-begin.at the intersection of Orange and Front Streets, in tfie city -side of the historic district '
The 1894 Vdu Kampen Building and 1855,Steinmemim Building are located on the north side of Orange
Street at South.Fiont Street'The Wilmington Ron Works; with buildings ditingfrom the 1920s,1940i and '.
19�Os; aze located'on the south side of Orange Street -at Water Street. All of these buildings ire brick '
coitstructioitand the.proposed demolition and drilling work associated with the installation of the utility lines
along Orange Street could adversely affecttheir structural, ntegaty;and exterior brick facades.
As outlined in your ejii"_ the site'Iocated'on the west side of the -'Cape Fear1fircr whemthe utility lines would'';:-
etriergc has been the scene of intense maidtime and tndus,tcial activity for well'over 150 years. For this reasod,
much of the river's west.side is also included id the Wilmington National Register Historic District .with fifteen
listed shipwreck and maritime propefti[6 documented in the marsh and intertidal waters. Because any
development of the site likely contemplates fu'tl rc'river access, there -is the potential for adversely affecting -'
both known and unknown historic, resources in these areas: .
i.oatioa104 Eiztloon Smet, Rale�h IvC 2T661 ' ;Jto7iog Add¢a:Ibt7 Mal Srn'ia Gnp�, Rildgh NC 276M-ib17. lelep�a�eJPax t914) 6�7.6570/BQ74544

0
Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
ROY COOPER
Governor
MICHAEL S. REGAN
S" remry
BRAXTON DAVIS
DUecmr
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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.
SIGNEa DATED ,Z j S I
Received
FEB l b 2017
State of North Carolina I Environmental Quality I Coastal Management DC M
127 Cardinal Drive Eat., Wilmington, NC 28405
910-796-7215

Coats, Heather
From: Hammers, Angela K
Sent: Friday, February 24, 2017 1:55 PM
To: Coats, Heather
Cc: Diaz, John D
Subject: 125 Battleship RD NE (applicant Holdings of TCM, Inc.)
Good Afternoon Heather,
I hope this finds you well. I have been reviewing the CAMA proposed projects sent over to Mr. Ben Hughes at NCDOT,
District Office. The NCDOT secondary roads lists Battleship Rd NE as SR 1442, (notated 'International paper co rd' on
plans). If this project is proposing to install or access in or through the right of way for this state road, then we would
need to see more details and possibly an encroachment agreement. The plans may show all work outside of the R/W,
but it's too small to see. I thank you for clarification.
Sincerely,
Angel Hammers
Engineering Technician
North Carolina Department of Transportation
Division 3 District 3
910 2512655 Office
910 251 2759 Fax
[e-mail]
300 Division Drive
Wilmington, NC 28401
ozi-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
David Harris
NC DOT
Roadside Environmental Unit
01/
ROY COOPER
Gommor
MICHAEL S. REGAN
secrefnry
BRAXTON DAVIS
Director
DISTRICT 3
FEB 2 3 ZU11
RECEIVED
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: X 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 k la1141�� DATEDG3�CJ6�� �—
RECEIVED
DCM WILMINGTON, NC
MAR 0 k.2017.
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Fat., Wilmington, NC 29405
910-796-7215
/-.air

6�1
STATE OF NORTH CAROLINA
DEPARTNIENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 6, 2017
Memorandum To: Heather Coats
Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext. Wilm., NC 28405
From: Benjamin Hughes
District Engineer, District 3
JAMES H. TRoGDoN, III
SECRETARY
Subject: CAMA / Dredge & Fill Application Review
Cape Fear River, adjacent to the intersection of Orange & Front
Streets, in downtown Wilmington, NH County
This office has investigated the request for comment on the above listed project with
applicant's name listed as Holdings of TCM c/o SEGi. This office has no objection to the
project. However, this office does note any work proposed to be within the right of way
of SR 1442 (Battleship Rd NE) may require review and an encroachment agreement
and/or driveway permits.
Should you have any questions or need additional information, please let me know.
BTH/akh
6CM WEIVED
IELMIINGTON, NO
MAR 0 9,20174
State of North Carolina I Department of Transportation I Division 3, District 3
300 Division Drive, Wilmington, NC 28401 a�
Customer Service: (977) 3694968 [phone] www.nct%LRov

le
Coastal Management p Z 7-4 - Ot3
ENVIRONMENTAL QUALITY G - 14
February 14, 2017
TO:
ROY COOPER
G.v ,,r
MICHAEL S. REGAN
Secremrt
BRAXTON DAVIS
DHxrnr
4 <
FEB 2017
RED01%4ED
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management �/11 pl 6a�
127 Cardinal Drive Ext., Wilm., NC 28405 heather.coats�ncdenrgoov
Fax: [phone] (Courier 04-16-33)
Maria Dunn
NC Wildlife Resources Commission
For WiRO
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shoff
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 A IA DATED 3-0 2J11
RECEIVED
OCM WILMINGTON, NC
State of Nonh Carolina I Environmental Quality I Coastal Management M 0 O t
127 Cardinal Drive ExL, Wilmiuglon, NC 28405
910-796-7215

CoastdManagement
aaviaormvrtAu ouwry
February 14, 2017
,PcECEWED
FEB 2 1 2017
NEW HANOVER COUNTY
PLANNING & ZONING
ROY COOPER
Go e
MICHAEL S. REGAN
&—+-r
13RAXTON DAVIS
DUecwr
TO: Ben Andrea
Local Permit Officer Supervisor
County of New Hanover
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenroov
Fax: [phone] (C6prier044W3)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shoat
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under the Cape Fear River
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coals at the address above by March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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"
V 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.
a
SIGNE��, OPDATED 1
Received
MAR 1:3 2017
Sftftof Nm*C=Em RwhanmmW Quaft I CozaWM=wment DCM
127 C� d Ddw U., wa. NC 2WS
91o496-n1s

C.!J
:\:.

A
Coastal Management
ENVIRONMENTAL QUALITY
February 14, 2017
TO:
Kathryn Thurston, AICP
Department of Planning
City of Wilmington
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
D,reclar
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats((Dncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shoff
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comme is may be attached"
This agency has no comment plll the roposed p ject.
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 cam " I_�
RECEIVED
DCMLL)
WIL MINGTOGN, N
State of North Carolina I Environmental Quality I Coastal Management F Lu 7 2017
127 Cardinal Doe Ext., Wilmington, NC 28405
910-796-7215

CoastaLManagement
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Dimaor
February 14, 2017 RECEIVED
BE4 � � zolr
TO: Gregg Bodnar
Fisheries Resource Specialist nCM-Fisheries
DCM, Morehead City wARo
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext.,Wil_m.,_NC 28405 heather. coatsCailncdenr.aov
Fax: [phone] (Conner_04-16-33
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c/o Jason Shott
Project Location. Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 tMarch 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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 riaydbe attached*"
concernr ex c e
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, �,z DATED
RECENE®
FEB 15 2017
State of North Carolina i Environmental Quality i Coastal Management 127 Cardinal Drive Ent., Wilmington, NC 28405 D C M - AAN ® C IT Y�g
910.796.7215

LIM
Coastu'61Edanar�emQnt
VWONFl6Nrar.A -AlY
MEMORANDUM:
ROY COOPER
G8.Y9!7tGC
Iv1ICKAELS. REGANN
Seaarary
BRAX•TON C. QAVIS
DI eWr
TO: Gregg Bodnar, Assistant Major Permits Coordinator
FROM: Shane Staples, DCM Fisheries Resource Specialist .
SUBJECT- Holdings of TCM, INC — Jason Shott
DATE: 3/9/17
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist has reviewed
the subject permit application for proposed actions that impact fish and fish habitats. The applicant is
proposing to directionally bore beneath the Cape Fear River to install a waterline and twin sewer force
mains to service a 13 lot subdivision adjacent to the Cape Fear River. The diameter of the bore with be
18" and 11050' in length. The bore under the river will reach a depth of approximately -59' @ Mean Low
Water which is approximately 15' below the bottom contour of the Cape Fear River.
There is no direct impact to fisheries resources expected from the'd sectional bore to install these utilities.
There are however concerns about.the use and maintenance of sewer lines under the Cape Fear River by a
private company. Were the sewer lines to rupture and leak there are no assurance the applicant will be
responsible for repair. Also if the USACE were to deepen the federal channel in the Cape Fear River will
the applicant be responsible for moving the utility lines.
Contact Shane Staples at [phone] or [e-mail] with further questions or
concerns.
Received
MAN 0 9 7917
DCM
state oPNorthDaroltna C. EnvimnmentalQualltylCoastalManggemmt-
Washiugidn:0ffice J'34.i WasiBiitjtoti S�jtizxeMaB: � §Vashalgmij�AlmttrCaeoliaa2r889'
251.946648t.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
21 March, 2017
Regulatory Division
Re: Request for Additional Information: 125 Battleship Road NE; SAW-2002-00173
Diamond Black
Attn: Jay Shott and Bryan Hamby
Post Office Box 3818
Mooresville, North Carolina 28117
Dear Messrs. Shoff and Hamby:
Reference is made to your application for a Coastal Area Management Act (CAMA)
permit through the NC Division of Coastal Management (DCM) for the proposed installation of
subaqueous water and sewer lines under the Cape Fear River. The project, as proposed, will
require a Department of the Army (DA) permit. Upon receipt of the application from DCM, this
office has re -assigned the file number SAW-2002-00173 to the project. The decision whether to
issue a DA permit will be based on an evaluation of the project's compliance with the applicable
laws and the impacts of the proposed activity on the public interest. Application materials must
be sufficient to allow the Corps to verify that the proposed work is within conditions of a
Nationwide Permit (NWP), that impacts are identifiable and quantifiable, and that National
Historic Preservation Act and Endangered Species Act determinations can be made by the Corps.
The application as submitted does not provide sufficient detail to determine minimal adverse
effects. Therefore, please respond to the additional requested information below:
1. Per NWP General Condition No. 15 (Single and Complete Project), the activity must
be a single and complete project, which is defined as the total project proposed or accomplished
by one owner/developer or partnership or other association of developers. A single and complete
non -linear project must have independent utility, which is defined as a project that can be
constructed absent the construction of other projects in the project area. Portions of a multi -
phased project that depend upon other phases of the project do not have independent utility.
Single and complete non -linear projects may not be "piecemealed" to avoid limits in an NWP
authorization. Therefore, please demonstrate that the proposed project is a single and complete
project:
a. Please provide a description of all future proposed phases, and information
demonstrating all proposed infrastructure (roads, stormwater facilities, etc.) has utility
independent of any future development, to include any docking or marina facilities. Please also
uCM WILMINGTON, NG
MAR 2i2017

-2-
provide documentation regarding the current zoning coordination to verify that the proposed
development is feasible with regard to the consistency of the current zoned status.
b. There are multiple lots proposed with substantial areas of wetlands. Please identify
which lots can be developed without the need for wetland fill and which lots require wetland fill
in order to be buildable. Please define the criteria used to determine if wetland fill would be
required to develop a lot (e.g. minimum required buildable area for home/driveway/landscaping,
utility requirements, lot setbacks, local requirements, access driveways, etc.). For lots that will
require wetland fill, please identify the total area of wetland fill required to allow for residential
development on the lots.
2. NWP Condition #6. (Suitable Material). Material discharged must be free from
pollutants in toxic amounts (see Section 307 of the Clean Water Act). According to maps
available on the NC Department of Environmental Quality Waste -Management website, the
location of the proposed development and subsequent fill impacts from utility line installation is
currently designated as a `Brownfields Site" under the Brownfrelds Property Reuse Act of
1997 (NCGS 130A310.30 et seq.). Please provide additional information regarding the status of
the property for redevelopment and any associated correspondence regarding the potential
contamination of the material on -site including the 194 cubic yards of material discharged into
wetlands associated with the proposed directional boring.
3. NWP General Condition #10 (Fills within the 100-year Floodplaiir) requires
compliance with applicable FEMA-approved state or local management requirements. Please
provide supporting documentation that the proposed utility line fill impacts and subsequent lot
developments will be in compliance with the flbodplain regulations.
4. NWP General Condition #13 (Removal of Temporary Fills) requires that temporary
fills must be removed in their entirety and the affected areas returned to preconstruction
elevations. The affected areas must be revegetated, as appropriate. Please provide a proposed
construction schedule for the project including the duration of in -water construction activities
and restoration of temporary fill areas to pre -construction grade and revegetation.
5. NWP General Condition #31 (b) (6) requires the name(s) of any listed threatened or
endangered species or critical habitat that might be affected by the proposed work. Please
describe any effects that your proposed project may have on federally listed species or their
habitat. Please identify the data source used to conduct your assessment of potential impacts to
listed species and any coordination completed with the U.S. Fish and Wildlife Service. More
information is available at the USFWS website: hfns://www.fws.uov/raleigh/es tes.html
6. NWP Condition #20 and #31 (b) (7) requires that for an activity which may affect any
historic property listed on, determined to be eligible, or potentially eligible for listing on the
National Register of Historic Places, the applicant must state which historic property may be
affected by the proposed work or include a vicinity map indicating the location of the historic
property. Please identify the data source used to conduct your assessment of potential impacts to
historic properties and any coordination completed with the State Historic Preservation Officer,

x2
More information is available at the NC State Historic Preservation Office website:
littp://www.hpo.neder.gov/er.ht
a. The submitted CAMA application erroneously stated that the project is not located in a
Historic District, The proposed project location is indeed within the Wilmington Historic
District (NH0003), which is listed on the National Register of Historic Places. The potential for
shipwreck and maritime resources also exists on both sides of the project. Please provide a copy
of any correspondence with/from the State Historic Preservation Officer (SHPO) regarding the
project site, or that contribute enough context that, when taken as a whole, may indicate that the
Section 106 requirements have been satisfied for the proposed work. The Corps will, if
necessary, initiate coordination with the SHPO concerning possible effects the proposed work
will have on historic properties included in, or determined eligible for inclusion in, the National
Register of Historic Places.
As the application is considered incomplete, no action will be taken on it until the
requested information has been received. We request you provide this information within 30
days of the date of this letter. If no response is received by then, the application will be
deactivated.
You are cautioned that work performed below the mean high waterline or ordinary high
waterline in waters of the United States, or the discharge of dredged or fill material into adjacent
wetlands without a Department of the Army permit could subject you to enforcement action.
Receipt of a State permit does not obviate the requirement for obtaining a Department of the
Army permit for the proposed work prior to commencing work.
In general, a pre -application meeting/scoping meeting is suggested for all projects that
entail significant review. It is suggested that in the future, a pre -application meeting be held to
preemptively address the potential concerns of this office.
Should you have any questions or comments regarding this request for additional
information, please contact me at the letterhead address, by phone at 910-251-4170, or by email
at [e-mail].
Since
Tyler Crumbley
Regulatory Project Manager
Copies Furnished:
Southern Environmental Group, Inc.
Attn: Ms. Dana Lutheran
S315 South College Road, Suite E
Wilmington, North Carolina 28412

IM
Ms. Heather Coats
Division of Coastal Management
North Carolina Department of
Environmental Quality
127 Cardinal Drive
Wilmington, North Carolina 28405
Mr. Robb Mairs
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive
Wilmington, North Carolina 28405
BCC:
CESAW-RG-L/Reusch
CESAW-RG-L/Crumbley

Coastal Management
ENVIRONMENTAL OUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
BRAXTON DAVIS
Director
February 14, 2017 &�@gF0
t%
FEB
Heidi Cox vivisi
on
Of TO: Public Water Regional i Engineering Supervisor WtRO �nh�aWaRO eeSuorne,
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(ftladenraov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Holdings of TCM, Inc., c% Jason Shott
Project Location: Cape Fear River, adjacent to the intersection of Orange & Front Streets,
in downtown Wilmington, New Hanover County
Proposed Project: to install a waterline and twin sewer force mains with use of directional
drill under 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 March 10, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: 4— This agency has no objection to the project as proposed. JOASt�aCS kI.,-eAD
"Ad tional comments may be attached""(�Q uaAe "l M--,
�' Ye con*masn 6e�Ins-t0 PtebuC 1,c1`t k .1�I to-v-ad
This agency has no comment o the proposed projectt(%Vi)
This agency approves of the project only if the recom
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNS" 6-X DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215
RECEIVED
UCM wILWNGTON, N
FEB 21 2017

DIVISION OF COASTAL MANAGEMENT
*L-
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Holdings of TCM c/o SEGi
2. LOCATION OF PROJECT SITE: The eastern terminus of the project is located at the intersection of Orange
St. and Front St. in downtown Wilmington, New Hanover County, crossing the Cape Fear River to the eastern
side of the project located within the right-of-way of Battleship Road NE.
Photo Index - 2006: 204-6658, J-N, 12-18
Latitude: 34°23'42.97" N Longitude: 77° 95' 16.82" W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/08/2016-RM
S. PROCESSING PROCEDURE: Application Received - 12122/2016, 01/24/2017 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County, New Hanover County
Land Classification from LUP -Industrial
(B) AEC(s) Involved: EW, PTA, ES, PTS
Water Dependent: Yes
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing - None
Planned - Sewer line extension
(F) Type of Structures:
Existing - Derelict industrial landings/piers
Planned - Sewer line extensions servicing 13 proposed lots.
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands- § 404-type
(B) Non -Vegetated Wetlands
(Shallow Bottom)
-900 sq. ft.
(drilled)
(C) Other - Highground
(D) Total Area Disturbed: -900 sq. ft. (0.017 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant is proposing to directionally drill a bore hole beneath the Cape Fear River which
is necessary to install a waterline and twin sewer force mains to service 13 proposed lots adjacent to the Cape Fear River.
RECEIVED
FEB 15 2017
DCM- IVHD CITY

\6-"
9.
Holdings of TCM, do SEGi
Page Two
The project area extends from the intersection of Orange St. and Front St. in downtown Wilmington,
New Hanover County, crossing the Cape Fear River and terminating south of the Battleship at the
International Paper Co. Road right-of-way. 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 3'd St. in downtown Wilmington. Turn right onto the Isabel Holmes bridge
over the Northeast Cape Fear River until you reach the light at U.S. HWY 17. Turn left on U.S. HWY
17 and travel south approximately 1 mile. Turn left onto U.S.S. N.C. Rd. and travel approximately 0.3
miles to the intersection with Battleship Rd. NE. The project site will be the tract of land to the
southeast.
The project site consists of approximately 16.8 acres. The eastern project terminus consists of existing
urban development along the Downtown Wilmington Riverwalk, including buildings constructed in the
late 19`s and early 20`s centuries (See Sheet: C-03). The Western project terminus reaches the right-of-
way for Battleship Rd. NE/ International Paper Co. Road. The tract consists of uplands transitioning to
§404 and Coastal Wetlands as you near the west bank of the Cape Fear River (See Sheet: Site). The
upland area of the tract is approximately 12' above Normal High Water (NHW). There is an existing
derelict building located on the high ground of the northern end of the tract. An existing dilapidated
creosote bulkhead stabilizes a portion of the shoreline on the northern end of the tract adjacent to the old
building. There is an existing pier extending from the existing creosote bulkhead which measures
approximately 11' in width by 40' in length. Industrial artifacts and shipwrecked vessels litter the
shoreline of this property. Coastal wetland vegetation present on site consists primarily of Smooth Cord
Grass (Spartina altemiflora) Cattails (Typha spp.), Bulrush (Scirpus sp.), Sawgrass (Cladium
jamaicense) and Giant Cordgrass (Spartina cynosuroides). §404 wetlands are also present on site with
large areas incorporated by Common Reed (Phragmites australis). A U.S. Army Corps of Engineers
Notification of Jurisdictional Determination has been submitted as part of the application package.
The applicant has notified the NC Department of Cultural Resources of the proposed project and has
been in correspondence with the State Historic Preservation Office concerning historical buildings
adjacent to the project site in Downtown Wilmington and shipwreck and maritime properties within the
western project site at 125 Battleship Road NE.
In the project area, the waters of the Cape Fear River are classified as SC, by the NC Division of Water
Resources. These waters ARE designated as Primary Nursery Area (PNA), by the NC Division of
Marine Fisheries. The Cape Fear River (CFR) in this location is classified as Joint waters by the NC
Division of Marine Fisheries and the NC Wildlife Commission.
PROPOSED PROTECT
The applicant is proposing to directionally drill a bore hole beneath the Cape Fear River (CFR) which is
necessary to install a waterline and twin sewer force mains to service 13 proposed lots adjacent to the
CFR. The applicant is proposing to directionally drill a bore hole approximately 18" in diameter and
approximately 1,050' in length in order to install twin (2) 4" in diameter sewer force mains and an 8" in
diameter waterline.
RECEIVED
FEB 15 2017
DCM- NIHD CITY

Holdings of TCM, c/o SEGi
Page Three
G2
The portion of the bore hole that would cross beneath the Cape Fear River bottom is approximately 600'
in length and would reach a depth of approximately -59' at Mean Low Water (MLW) which is
approximately 15' beneath the bottom contour of the CFR and the U.S. Army Corps of Engineers
maintained depth for the Federal Channel.
The proposed installation also involves approximately 105' of open trenching landward of the Areas of
Environmental Concern (AEC's) within the estuarine system.
The application states that tract to be serviced by the proposed sewer extension is currently zoned as
industrial by New Hanover County. The applicant has proposed that the tract be rezoned to R-15
(residential) however, at this time it is unknown when the proposal would go before the New Hanover
County Board of Commissioners. The proposal is to subdivide the tract into thirteen (13) separate single
family lots to be serviced by the proposed sewer/waterline extension. The applicant has also stated that
once the waterline and sewer force mains are installed and certified, they would be transferred over to
Cape Fear Public Utility.
10. ANTICIPATED IMPACTS
The proposed directional drill would cross under approximately 600' of open water of the Cape Fear
River (designated Public Trust Area and Estuarine Waters AFC's) as well as boring beneath the
surrounding coastal wetlands. The proposed boring would result in approximately 138 cubic yards of
spoil of which approximately 92 cubic yards is material from below NHW. The applicant had indicated
the proposed spoil disposal location (See Sheet: Site) as a high ground area, measuring approximately
4800 sq. ft. and located west of International Paper Co. Road. Minor turbidity increases can be expected
during construction.
Submitted by: Sean Farrell Date: 02/13/2017 Office: Wilmington
RECEIVED
FEB 15 2017
DCM- Il7HD CITY

Attachment I — 125 Battleship Road NE (3/21/17)
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06) North Carolina DIVISION OF COASTAL
Ma
1. Primary ApplicantlLandowner Information
Business Name
Project Name (if applicable)
Holding of TCM, Inc.
125 Battleship Road NE
Applicant l: First Name
MI
Last Name
Jay
Shott
Applicant 2: First Name
MI
Last Name
Bryan
Hamby
If additional applicants, please attach an additional pages) with names listed
Mailing Address
PO Box
City
State
3818
Mooresville
NC
ZIP
Country
Phone No.
FAX No.
28117
Us
704.840.6978 (Bryan) ext.
- -
Street Address(fdtfferentfrom above)
City
State
ZIP
NA
Email
Bhambv09 n email.com
2. Agent/Contractor Information
,,., .... ,. .
11L11 meas Name
Southern Environmental Group, Inc. (SEGi)
Agent/ Contractor 1: First Name
MI
Last Name
Dana
A
Lutheran
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
5315 South College Road, Suite E
Wilmington
NC
ZIP
Phone No.I
-
Phone No. 2
28412
910 - 228 - 1841
ext.
910 - 452 - 2711 ext.
FAX No.
Contractor #
NA
NA
Street Address(fd(ferentfrom above)
City
State
ZIP
Same as above
-
Email
dlutheranQ,seei.us
nECEIVED
DCM WILMINGTON, NC
MAR 2 12017
Page 1 of 4

r�z
Attachment 1 — 125 Battleship Road NE (12/22/16)
3. Projed Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
125 Battleship Road NE
1300
Subdivision Name
City
State
zip
NA
-
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA ext.
R05300-001-001-000
a. In which NC river basin is the project located?
b. Name of body of water newest to proposed project
Cape Fear (03030005)
Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
it. Name the closest major water body to the proposed project site.
store Man nadc Unknown
Cape Fear River
c. Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed work falls
Yea No
within'
New Hanover County Planning and Zoning
4. Site Description
a. Total length of shoreline on the tract (fL)
b. Size of entire tract (sq.ft.)
-1450 FT or -950 LF
16.8-acres (731,808 SF)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or NWL (normal
See Site Plan which has been attached as Appendix B
water level)
(Ifmany lot sizes, please attach additional page with a list)
12' � ar NWL
e. Vegetation on tract
Vegetation within the upland area of the tract consist hardwood and deciduous trees, such as oaks (i.e. Quem" virginica and Quercus niagra)
and pine (i.e. Pinas taeda), as well as woody vine stratum (i.e. smi/aa rotundifolia} Welland stratum consist of Acer Ruhrum Quercus laurifoLia,
Spartina aherniflora, Scirpis spp., Distichlis spicata and Typha angmirifoba
f Man-made features and uses now on tract
There are remnant boat building structures within the property limits.
These structures are to be removed from the property.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The adjacent properties are vacant.
h. How does local govcmment zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Commercial
Yes No
The Applicant is in the process of having the property rezoned
j. Is the proposed activity pan of an urban waterfront redevelopment proposal?
Yea
k. Has a professional archaeological assessment been done for the tract? If yea, attach a copy. Yea No NA
If yea, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yea ( NA
an. (i) Are there wetlands on the site?
©w No
RECERP
(ii) Are there coastal wetlands on the site?
(E) No
(iii) if yea to either (i) or(u) above, has a delineation been conducted?
® No FEB 15 2017
(Attach dacumentatron, ifavarlable)
n. Describe existing wastewater treatment facilities.
(j��
CM- A14 C
Q
Currently there is no existing wastewater treatment. Wastewater treatment will be provided by CFPUA (see Appendix
o. Describe existing drinking water supply source.
Currently there is no existing drinking water source. Drinking water will be supplied by CFPUA (see Appendix I).
p. Describe existing stone water management or treatment systems.
RECEIVED
Currently there are no existing stormwater management or treatment systems on the subject property. DC
TY
IC
e L o

M
Attachment I - 125 Battleship Road NE (12/22/16)
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Govemmen bale/Communi
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The 16.8-acre tract will be subdivided into 13 single family lots.
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.
Single family homes will be constructed using conventional construction methods. The utility lines, under the Cape Fear River, will be installed
by directionally drilling under the river. The work will begin at the intersection of Orange and Front Streets, in downtown Wilmington, and will
end within the subject property. An excavator will be used to install the utility lines within uplands on both sides of the Cape Fear River. Please
we Appendix B for details of the work
it. List all development activities you propose.
At this time, the only development activity being proposed consists of installing a sewer line and water line. Future lot owners will decide on
which house plan will be used on the lots.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
f. What is the approximate total disturbed land area resulting from the proposed project? -5888 SF
g. Will the proposed project encroach on any public easement, public aeceasway or other area that the public has established use oft ®No NA
h. Describe location and type of existing and proposed discharges to waters of the state.
NA
i. Will wastewater or kormwaler be discharged into a wetland? Yee No NA
B yes, will this discharged water be of the same salinity as the receiving water? Yes No NA
j. Is there any mitigation proposed? Yes(S)NA
If yes, attach a mitigation proposal.
6. Additional Information
In addition to this completed application form, (h1P-I) the following items below, f applicable, must be submitted in order far the application package to be complete.
Items (a) - (l) are always applicable to any major development application. Please consult the application instruction booklet on haw to properly prepare the required
items below.
a. Aprojectnarrmive. See AppendixA
b. An accurate, dated work plat (including plan view and cross-sectimal drawings) drawn to scale. Please give the present status of the proposed project. b any portion
already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. Sn Appendix B
c. A site or location map that is sudcientlp detailed to guide agency personnel unfamiliar with the area to the site. SeeAppendix C
d. A copy of the deed (with stale application only) or other instrument under which the applicant claims title to the affected properties. See Appendix D
e. The appropriate application fee. Check or money order made payable to DENR. See Appendix E
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 See Appendix F Phone No.
Address
g. A fist of previous state or federal permits issued far work on the project tract. Include permit numbers, Pennines, and issuing daleg� E C E I V E D
NA R
h. Signed consultant or agent authorization farm, if applicable. See Appendix G
i. Welland delineation, if necessary. See Appendix B
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Mart be signed by property owner) NA D C M - M H D CITY
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 cxpemdiwm of public funds muse of
public lends, attach a statement documenting compliance with the North Carolina Environmental Policy Act. NA
7. Cerd; fieation and Permission to Enter on Land RECEIVE
Page 3 of 4 f)OM WI1MINGTON NC
DEC 222016

Attachment 1 — 125 Battleship Road NE (12/22/16)
Vt-
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 1 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 infomration provided in this application is truthful to the best of my knowledge.
Date 2213ecember2016 Print Name Dana A.Lutheran
, v Pt IZ'vauA SJbMrrkd
i p6w-42t7t7 � Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Information
M MP-3 Upland Development
DCM MP4 Structures Information
DCM MP-5 Bridges and Culverts
RECEIVED
RECEIVED
FEB 15 2017 DCM WILMINGTON, NC
DCM- A",HD CITY DEC 2 2 2016
Page 4 of 4

Battleship Subaqueous Utility Line (1/24/17)
cis
Form DCM MP-2
EXCAVATION and FILL
(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. Ad values should be
given in fee[.
Access Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Boring from
Boring &
Excavation
(NLW or NWL)
NHW NHW
Outside NHW
Length
NA
NA
NA
NA
NA
485'
675'
Width
NA
NA
NA
NA
NA
181,
1.5' and 10'
Avg. Existing
NA
NA
NA
NA
NA
29.5'
4.0'
Depth
Final Project
NA
NA
NA
NA
NA
59,
5' and 3'
Depth
1. EXCAVATION This section not applicable
a. Amount of material to be excavated from below NHW or NWL in cubic b. Type of material to be excavated.
yards. Rock, soil and sand are anticipated to be extracted from the bore
-92.0 CY holes.
(i) Does the area to be excavated include coastal wetlandslmarsh
(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
WL None X
(ii) Describe the purpose of the excavation in these areas
High -ground excavation in cubic yards.
Boring on both sides of the river -45.5 CY
Trench excavation -194.0 CY (Spoil material used to fill in
trench. Remainder will be disposed of at the spoil disposal site).
`2. DISPOSAL OF EXCAVATED MATERIAL
This section not applicable
a. Location of disposal area. l
Dimensions of disposal area.
The spoil will be taken to the proposed pump station depicted
Approximately 60' x 80' (4800 SFI
on the site plan (Appendix B)
c. (i) Do you claim title to disposal area? d.
(i) Will a disposal area be available for future maintenance?
® No NA
Yes No ®N Future maintenance not required.
(ii) If no, attach a letter granting permission from the owner
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh (CW), f.
(i) Does the disposal include any area in the water?
submerged aquatic vegetation (SAV), shell bottom (SB), or other
Yes No NA
wetlands (WL)? If any boxes are checked, provide the number of
square feet affected.
(ii) If yes, how much water area is affected?
CW SAV _ SB _
WL None X
(ii) Describe the purpose of disposal in these areas: NA
9. SHORELINE STABAUZ47YON (ff development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: 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: f. (i) Has there been shoreline erosion during preceding 12 months?
Yes No NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill m �L E C 4 : I V E D
Bulkhead r/Sill l_ Other CCEIV WILMINGTON, NC
Breakwater/Sill Other
i. Source of fill material.
FEB 15 2017 JAN 2 4 2017
DCM- n,"HD CITY
Page 1

Line
1 4. OTHER FILL ACTPATIES (Excluding Shoreline Stabilization) This section not applicable
a. (i) Will fill material be brought to the site?
Yes No NA
If yes,
(ii) Amount of material to be placed in the water NA
(iii) Dimensions of fill area NA
(iv) Purpose of fill NA
b. (i) Will fill material be placed in 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 SS
WL None
(ii) Describe the purpose of the fill in these areas: NA
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,
controlled9 backhoe, or hydraulic dredge)?
Sill fence will be installed the limits of disturbance on both Directional drill. backhoe and dump trucks
sides of the river, where possible.
c. (i) Will navigational aids be required as a result of the project? d. (i) Wit wetlands be crossed in transporting equipment to project site?
Yes CND NA Yes CD NA
(it) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date 24 January 2017
Project Name Battleship Subaqueous Utility Line
Applicant Name Holdin of TCM, Inc.
Applicant Signature �i-
RECEIVED
DCM WILMINGTON, NC
JAN2A2017
RECEIVED
FEB 15 2017
Paget DCM- KIND CITY

Part 2 of Attachment 1 - 125 Battleship Road (12/22/16)
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures proposed. b Number of lots or parcels.
No buildinm facilities, units or structures are proposed with this 13
permit application.
c sity (give the number of residential units and the units per acre).
13 units on 16.8-acres or.85 units per acre
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and sedimentation
control plan at least 30 days before land -disturbing activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Yes No
(ii) If yes, list the date submitted:
g Give the percentage of the tract within the coastal shoreline AEC to be
covered by impervious and/or built -upon surfaces, such as pavement,
building, rooftops, or to be used for vehicular driveways or parking.
0%
i Give the percentage of the entire tract to be covered by impervious and/or
built -upon surfaces, such as pavement, building, rooftops, or to be used for
vehicular driveways or parking.
24.9% (-6500 SF per lot)
j Describe proposed method of sewage disposal.
CFPUA
1 Describe location and type of proposed discharges to waters of the state
(e.g., surface runoff, sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
n Describe proposed drinking water supply source (e.g., well, community,
public system, etc.)
CFPUA
d. Size of area to be graded, filled, or disturbed including roads, ditches,
etc.
-5800 SF of area is to be disturbed durine the installation of the
utility lines.
f List the materials (such as marl, paver stone, asphalt, or concrete) to be
used for impervious surfaces.
There are no impervious surface areas proposed with this prolect.
It. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Resources for review?
Yes No ©A The tract will be subdivided into 13 lots. A low
density stormwater permit will be obtained and deed
restrictions, limiting the amount of BUA per lot, will be
recorded at the New Hanover County ROD prior to
conveyance of the lots.
(ii) If yes, list the date submitted: to be submitted by Coastal Land
Design.
k. Have the facilities described in Item (i) received state or local
approval?
Yes No NA The work is part of this permit application
If yes, attach appropriate documentation.
in. Does the proposed project include an innovative stormwater design?
Yes(Z)NA
If yes, attach appropriate documentation.
o (i) Will water be impounded? Yes(EDNA
(ii) If yes, how many acres?
p When was the lots) platted and recorded? q If proposed development is a subdivision, will additional utilities be
R05300-001-001-000 was platted as separate tracts of land and on installed for this upland development?
June 22. 1932, August 19, 1939 and January 14, 1944 (see Appendix D) Yes No NA
Project Name: 125 Battleship Road NE Date: 22 December 2016 RECEIVED
DCM WILMINGTON, NC
Ptinted Name: DmaA.Lutheran Signature:
DEC222016
RECEIVED -
Page 1 of 1
FEB 15 2017
DCM- MHD CITY

Appendix A to CAMA Major Permit Application JEGi
Project Narrative
A. Property Location and Characteristics
This project will commence within the intersection of Orange and Front Streets, in downtown Wilmington, will
emerge within the upland area of 125 Battleship Road NE, where it will be installed within a trench and then
terminate within the right-of-way of Battleship Road NE or International Paper Co. Road (SR# 1300).
Size of tract: 15.87 +/- Acres
Wetlands: Section 10 and 404 wetaands are present on within the property limits of 125 Battleship Road NE.
Stream name and classification: The site abuts the Cape Fear River, which has a water classification of SC.
Historical significance of property: Historical significance of the property has been determined to be limited to
submerged ship wrecks.
Riparian buffers, Areas of Environmental Concern (AEC), and New Hanover County Conservation Overlay District
setbacks: The NC CAMA 75' Estuarine Shoreline AEC and 30' Estuarine Shoreline Buffer are applicable from
normal high water. In addition, the NHC COD Setback (75') is applicable to the coastal wetlands on the property.
B. Project History: Over the years, this property has gone through periods of agricultural, industrial,
commercial and residential development since at least the early 1700's. The shoreline has historically been
fortified with fill material, bulkheads, docks, wharfs and piers since at least 1850. The southern portion of
the site was used to retrofit and build ships since prior to the Civil War and was reportedly used as a
Confederate Naval yard, which burned down at the end of the Civil War. By 1881, a portion of the site was
used for industrial purposes, primarily for the production and storage of naval stores. By 1915, the southern
portion of the site transitioned from turpentine manufacturing back to ship building. After that the site
experienced additional industrial activities such as the storage of bulk petroleum, fertilizer manufacturing
and equipment maintenance. All of this led to the site being classified as a Brownsfields site, which the
Applicant has completed a Phase 11 Environmental Site Assessment and secured the NC Department of
Environmental Quality's approval of the Brownsfields Agreement. Otherwise there is no regulatory or
permitting history with this site.
C. Project Description:
It is the intent of Holdings of Team Carolina Marine, Inc., herein referred to as the "Applicant", to directionally drill
beneath the Cape Fear River, which is necessary to install one (1) 8" C900 Class 150 (DR 18) waterline and two (2)
4" C900 Class 150 (DR 18) sewer force mains. The lines will service the basin within the New Hanover County
portion of the area on the west side of the river, which would include new service to 105, 120 and 125 Battleship
Road NE, as well as an optional sewer line for the Battleship proper, should their utilities fail or they need to increase
capacity.
The project area begins at the intersection of Front and Orange Streets, in downtown Wilmington, where a crosses
under the Cape Fear River and resurfaces within uplands, on a property owned by the Applicant and from where it
will be trenched to the Battleship Road NE fight -of -way and terminate at a fire hydrant. Surface work is not proposed
within the 30' Estuarine Shoreline Buffer or the 75' Estuarine Shoreline AEC. The proposed lines will be installed
approximately 15 feet below the existing substrate of the area dedicated as the USACE Harbor limits. Please refer to
the site plans (Appendix B of the CAMA Major Permit Application) for details of the proposed work.
Coastal Land Design ("Engineer') has been in contact with the State Property Office regarding an easement through
Public Trust Land, for the proposed lines. The Engineer is in the process of preparing the easement map for their
review and approval. An easement through the Applicant's property will be recorded concurrently with the State
Property Office easement. RECEIVED
PN, NC
1 (12/22/16) FEB 15 2017
DCM- KIHD CITY

Appendix A to CAMA Major Permit Application
5EGi
The Applicant is seeking to rezone the property from Industrial to residential. At this time, it is unknown when the
proposal will go before the New Hanover County Board of Commissioners. However, this will be done before the
conveyance of lots.
The Applicant is in the process of subdividing their parcel into thirteen (13) separate single family lots, which will be
limited to no more than 6,500 square feet of built upon area (BUA). A NC Division of Energy, Minerals and Land
Resources Low Density Stormwater Permit will be obtained and deed restrictions, restricting the BUA, will be
recorded at the New Hanover County Register of Deeds, prior to conveyance of any lots. At this time, land
disturbance is limited to the utility line work (-5800 SF). Homes will not be constructed until after the conveyance of
lots.
G. Adjacent Riparian Property Owner Notification
According to the New Hanover County GIS and Brunswick County GIS websites, the following riparian parcels are
depicted as being adjacent to the property area on both the subject property and the area on the Wilmington side of the
project:
MaD #
Prowrtv Address
Property PIN #
Property Owner
Property Owner Address
I
U.S.S. NC Battleship Road
NA
NC Department of Transportation
5501 Barbados Blvd., Castle Hayne, NC 29429
2
**Battleship Road NE
311700663565
S. G. Prestress Co.
1200 Utbw Center Dr., Binnin ham, AL 35242
3
•128 S Water Street
R05308-M-001-M
Rivetwalk properties, LLC
212 South Water Street 1N Wilmington, NC 29401
4
e212 S Water Street
R05308-007-002-W
Rivetwalk Condo HOA Inc.
5723-b Coittitry Club Rd Winston-Salem, NC 27104
*indicates the property is on the Wilmington side of the river -*indicates the property is in Brunsu-lck County
While work is not being proposed within the adjacent riparian corridor, notification of the riparian property owners is
required. This will be completed via US Postal Service Certified Mail with Return Receipt (i.e. green cards). The green
cards will be submitted to the Division of Coastal Management via email, upon receipt.
RECEIVED L..ci VED
_MINGTON,NC
FEB 15 2017 0 E C 2 2 2016
2 (12/22/16)
DCM- A",HD CITY

Coastal Management
ENVIRONMENTAL QUALITY
February 13, 2017
Holdings of TCM
c/o Dana Lutheran (SEGi)
5315 South College Road, Suite E
Wilmington, NC 28412
Dear Ms. Lutheran:
ROY COOPER
Gm ern,,r
MICHAEL S. REGAN
feeret"rr
BRAXTON DAVIS
Dire,mr
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for Holdings of TCM, for
State approval for development of the property located at on 125 Battleship Rd. NE adjacent to the Cape Fear River in New
Hanover County. It was received complete on January 24, 2017, and appears to be adequate for processing at this time. The
projected deadline for making a decision is April 9, 2017. An additional 75-day review period is provided by law when such time is
necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should
consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from January 24, 2017, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be
held within five working days from the receipt of your written request and shall include the property owner, developer, and
project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you
will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should
post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would
be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the
road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete
application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or
Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field
report and/or comments from reviewing agencies.
Sincerely,
Sean
Field Representative
Enclosures
cc: Doug Huggett, DCM
Heather Coats, DCM
Debra Wilson, DCM
Tyler Crumbley, ACCE
Robb Mairs, DWR
Ben Andrea, NHCo.
Holdings of TCM, applicant
RECEIVED
FEB 15 2017
DCM- AIIHD CITY
State of North Carolina ( Environmental Quality l Coastal Management
127 Cardinal Drive Ext, Wilmington, NC 28405
910-796-7215

N0T1(01$1?j
CAMA PERMIT
APPLIED FOR
PRS,QjpStaii a waterline and twin sewer force mains
- - - - - - - - - - - - - - - - -em
X - -
m M
@OMMENTS ACCEPTED THROUGH March 10, 2017
N
O
�PGICANT:
Holdings
of TCM, Inc.
c/o Jay Shott
PO Box 3818
Mooresville, NC 28117
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
it
NC Div. of Coastal Management
127 Cardinal Dr. Extension
Wilmington, NC 28405
Sean Farrell, Field Representative
910-796-7424
Agent: Dana Lutheran [phone]

lm
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Holdings of TCM, Inc.
Mailing Address:
Phone Number:
Email Address:
P.O. Box 3818
Mooresville, NC 28117
ishott(cDd iamondbackllc.com
I certify that I have authorized Dana A. Lutheran (Southern Environmental Group, Inc.),
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary
for the following proposed development:
CAMA Major Permit for subaqueous utility line and upland development.
at my property located at 125 Battleship Road NE, in Wilmington, New Hanover County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to Division of
Coastal Management staff, the Local Permit Officer and their agents to enter on the
aforementioned lands in connection with evaluating information related to this permit application.
Jason C. Shott
Print or Type Name
Manager
Title
12/7/2016
Date
This certification is valid through
RECEIVED
FEB 15 2017
DCM- A:HD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

cr;
-3r Book 5939 Page 2250
Appendix D to CAMA Major Permit Application 10/22/16 Page 1 of 7
BK: RB 5938 IIIIIIIII
IIIIIIIIIIIIII
I III
IIIII
I III
PG:2250-2267
RECORDED: 2015038980
NC FEE S26.00
12-28-2015 NEW HANOVER COUNTY, NC
STATE OF NC
12:45:53 PM TAMMY THEUSCH BEASLEY
REAL ESTATE
BY ANDREA CRESWELL REGISTER OF DEEDS
EXT%53050A0
ASSISTANT
This instrument was prepared by: Algernon L. Butler, III
Attorney at Law
I I I N. 5th Avenue
Wilmington, NC 28401
Telephone [phone]
Parcel ID Nos.: R05300-001-002-000;and Revenue Stamps: $3,050.00
R05300-001-001-000
RECEIVER'S SPECIAL WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED is made this iday of Q e cc rti b Q 1' , 2015, by and between
Muddy Waters Properties, LLC (herein called the "Grantor"), and 'Team Carolina Marine, Inc.
(address P.O. Box 3818, Mooresville, NC 28117) (herein called the "Grantee"). The
designations Grantor and Grantee as used herein shall include the parties indicated and their
respective heirs, successors, legal representatives and assigns, and shall include singular, plural,
masculine, feminine or neuter as required by the context.
WITNESSETH :
WHEREAS, on August 13, 2007 the Superior Court for New Hanover County, North
Carolina entered an order in Case No. 07 CVS 003359 appointing Algernon L. Butler, III
("Receiver") as receiver for Muddy Waters Properties, LLC and City View Tower, LLC (the
"Receivership Order");
RECEIVED
FEB 15 2017
RECEIVED
Return to M 1rG ''NILMINGTON, NC
DCM- h6HD CITY
DEC 222915

Book 5939 Page 2251
Appendix D to CAMA Major Permit Application 10/22/16 Page 2 of 7
WHEREAS, an Order of the Superior Court for New Hanover County, North Carolina
was entered on December 9, 2015 authorizing Grantor to sell the property described herein to
Grantee, a copy of which Order is attached hereto as EXHIBIT A (referred to herein as the
"Order").
NOW, THEREFORE, by virtue of the Receivership Order and the Order of the Superior
Court for New Hanover County, North Carolina of December 9, 2015 authorizing said sale and
for other good and valuable consideration, the terms, amounts, and conditions of which are more
fully set forth in said Order, the receipt and sufficiency of which is hereby acknowledged, the
Grantor does hereby give, grant, bargain, sell, and convey unto Grantee, and said Grantee's
successors and assigns, all of the Grantor's right, title and interest in and to the following
described property:
The parcel(s) of real property located in Wilmington, New Hanover County, NC
at 105 and 125 Battleship Road (R05300-001-002-000 and R05300-001-001-000)
and comprised of approximately 18.75 +/- acres and as more particularly
described in Deed Book 5824, Page No. 1509, New Hanover County Registry;
together with all buildings and improvements thereon and all fixtures and
appurtenances thereto.
The interest in the property conveyed herein is conveyed as is, where is.
TO HAVE AND TO HOLD the same to the Grantee and said Grantee's successors and
assigns forever. Grantor makes no representation or warranty, express or implied, as to the
nature or extent of Grantor's title or interest in, or the condition of, the property described herein,
except that Grantor covenants with the Grantee that Grantor has done nothing to impair such title
as Grantor received and that Grantor will warrant and defend such title as Grantor received
against the lawful claims of all persons claiming by, under, or through Grantor except for the
exceptions stated herein.
RECEIVED
FEB 15 2017
DCM- N'OHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

Book 5939 Page 2252
Appendix D to CAMA Major Permit Application 10/22/16 Page 3 of 7
Title to the Property and this conveyance is subject to the following exceptions: utilities
physically located on the property, if any; ad valorem taxes for the current year and subsequent
years; any local, county, state, or federal laws, ordinances, or regulations relating to zoning,
environment, subdivision, occupancy, use, construction, or development of the subject property,
including existing violations of said laws, ordinances, or regulations; any and all restrictions,
covenants, conditions, reservations, agreements, easements, rights of way, restrictive covenants,
setback lines, zoning and/or subdivision ordinances and any other applicable governmental
regulations; and/or any other matters as may appear as a matter of public record or as may be
evidenced by possession, use or survey.
The Receiver, only in his respective fiduciary capacity, on behalf of the receivership
estate of Grantor, and without personal or individual liability or representation enters into this
Deed.
IN WITNESS WHEREOF, Grantor has hereby set its hand and seal as of the day and
year first above written.
Mudd Waters Pro erties, LLC
By: Algernon L. Butler,11I, as Receiver for
Muddy Waters Properties, LLC
RECEIVED
FEB 15 2017
DCM- IV.HD CITY
(RECEIVED
DCM WILMINGTON, NC
DEC 222016

Book 5939 Page 2253
Appendix D to CAMA Major Permit Application 10/22/16 Page 4 of 7
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public, in and for the State and County aforesaid, do hereby certify that
Algernon L. Butler, III personally appeared before me and being duly sworn says that he or she
is a duly authorized agent of said above named company and as such has the authority to act in
and for said corporation. I have personal knowledge of the identify of the above named
authorized agent and certify that he signed the foregoing or annexed instrument on behalf of said
company in the capacity so herein stated and acknowledged the said writing to be the act and
deed of said company herein stated.
t
Witness my hand and official seal or stamp, this day of Ve cem Le- t—
in the year w I
My commission expires: h--3 201%
(AFFIX SEAL)
S10 1 De
yam'
NOTARY
_? PUBLIC 2`
i PER C \
Notary Public OfficialSe
S u S a N D e_° a rI , Notary Public
Printed or Typed Name of Notary
RECEIVED
FEB 15 2017
DCM- II4HD CITY
(RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

Book 5939 Page 2255
Ap`(;eildix D to CAMA Major Permit Application 10/22/16 Page 5 of 7 EXHIBIT
NORTH CWLINA IN TI•IG GENAPAL.COURT OF
NL•1V HANOVER COUI<"fY SUPERIOR COURT DIVISION
FILED
CLERK Or OUPERIOR COURT
MUDDY 1VA1'ER;. PROPERTIES, LLt1l=W NANOVER COUr TASENO.: 07 CVS 003359
IN RECriV' rRSHIP
DEC 9.2on
MARIBE'1711Aci;rrER13ERG,.o1_6l, 6i'.
PlainEilfs, at I __Cm7pm
`MiRWIROV..TNG SALE OFR-CAL ` PR'OPERTY
W DAN MILL, ADMINISTRATOR ) (Battleship Road Property)
CTA Or THE.LSTATE Or, CANNY L. ) —
ALVIS, DECEASED, et ail
Defendants. )
This matter comes before the Court upon the Motion for. Approval of'Sale of Real Property (die
"Motion") Filed byAlgernon L. Buder,,111 as Receiver (the "Receiver") for Muddy Waters.Propetdes, LLC
("MWP") in which the Receiver seeks authority to sell at private sale thc-interest of NfWP in, die following.
real. property (the "Property") to the following purcliaser at the following price and terms:
Property Description:
Tile Interest of.'MWein. all 'ofthe foil owingreal estate iogetherwith;alI
appurtenances thereto including any improvements located rhereou: The
paxcel(s) orreal'.propeny"located in Wilmington, New Hanover County, NC at
1.05 and 125 Battleship Road (R05300.001-002-0009nd R05300-001-001-000)
and comprised of approsiinitfely 1.8.75 •H- acres and as more particularly
described in Deed Book 5924, Page No. 1509; New Hanover County Registry,
together with all buildings arod improvements thereon and all fiaiures and
appurtenances thereto.
Proposed Sale Price:
SI,525,000.00
Purchaser.,
Dimnondback.Developmcar, LUC, or ussijp.is
Terms of Sale:
As set forth,on the contract attached to the Motion as EXHIBIT A.
FEB 15 2017
DCM- IVHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC222916

Book 5939 Page 2256
. Appendix D to CAMA Major Permit Application 10/22/16 Page 6 of 7
The Court finds that the sale is for a fair and reasonable price, is an arms -length and bona fide sale,
that the purchaser is not an insider and is not known to hold any interest adverse to the estate, and that it
would be in the best interest of the estate to approve the private sale of the Property as requested herein.
NOW, THEREFORE, IT IS ORDERED, ADJUDGED, AND DECREED that the Receiver shall
be and hereby is authorized to sell at private sale the interest of M WP in the Property to the Purchaser upon
the price mid terms set forth above.
DATED:�S S1 U). Duig(aS ?A rSbnS
Sup ior Court Judge PregWing
RECEIVED
FEB 15 2017
DCM- IVHD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

Book 5939 Page 2257
Appendix D to CAMA Major Permit Application 10/22/16 Page 7 of.-7-
N \
TAMMY THEUSCH
BEASLEY New Hanover County
2 i
Register of Deeds )71 Register of Deeds j
s� t
216 NORTH SECOND STREET - WILMINGTON, NORTH CAROLINA 28401
Telephone [phone] - Fax [phone]
#tFtFht##fht##f44f#i#1fff1#}fh}}R#}#}}}i}}i}i}tititt#F#F#F###1if##f##i#f411##ti}}#}RR}}}}#}}#if }fi R#R}}iii Rf
State of North Carolina, County of NEW HANOVER
Filed For Registration: 12/28/2015 12:45:53 PM
Book: RB 5939 Page: 2250-2257
8 PGS $3,076.00
Real Property $26.00
Excise Tax $3,050.00 RECEIVED
Recorder: ANDREA CRESWELL
Document No: 2015038980 FEB 15 2W
DCM- MHD CITY
•fffttffif#Rf#ff*1*1h#f*4******4*444**44*ff*kR*f#fffif4f*#f i444 Y*t*k*##****#****##f**f kf *i f*fiit*R#*#44ff4**
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.
RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

\K
.©
Appendix F to CAMA Major Permit Application (12/22/16)
Battleship Road NE Subaqueous Utilith Line
Adjacent Property Owners Map
Page 1 of 1
EIVCD
5 2017
HD CITY
=1VED
--.........,INGTONI NC
DEC 222016

Vd
,5outhern F,nvironmental Group, Inc.
1� sSeed Cskg Ra.d5 F-W&wss %NC u+iz
91 M191A711 . rw 910-"u899 - --- eaue
22 December2016
Certified Mail 7011 1570 0001 5643 7824
NC Department of Transportation (NC DOT)
Highway Division 3
Ms. Karen E. Collette, PE
5501 Barbados Blvd.
Castle Hayne, NC 28429
[SEGi Project #: 05-185.011
Re: Adjacent Riparian Property Owner Notification
CAMA Major Permit Application for Subaqueous Utility Line and Upland Development
125 Battleship Road NE (SRN 1300), New Hanover County, , North Carolina
Ms. Collette,
With this correspondence, Southern Environmental Group, Inc. (SEGi) is notifying the NC DOT of the proposed
development plans, which is to take place on property adjacent to land depicted as being owned by the NC DOT. SEGi
relied upon the New Hanover County GIS for this information and has been retained by the property owner, Holdings
of TCM, Inc., herein referred to as the "Applicant", to notify the adjacent property owner(s) and to apply for a Coastal
Area Management Act (CAMA) Major Permit.
The project area begins at the intersection of Front and Orange Streets, in downtown Wilmington, crosses under the
Cape Fear River and resurfaces within uplands, on a property owned by the Applicant and from where it will be
trenched to the Battleship Road NE right-of-way and terminate at a fire hydrant. Surface work is not proposed within
the 30' Estuarine Shoreline Buffer or the 75' Estuarine Shoreline AEC. The proposed lines will be installed
approximately 15 feet below the existing substrate of the area dedicated as the USACE Harbor limits. In addition, the
Applicant intends to subdivide the existing parcel into 13 separate single family lots, all of which will be accessed
from SR# 1300.
To assist you in the decision making process of the proposed construction, attached you will find the Permit
Applications, Project Narrative, Site Plan and Adjacent Property Notification Form. To expedite the permit process, it
would be helpful if the DOT would sign and return the notification form to me, via email, at dhghMliQsem.us.
Should you have any objections to this proposal, please send your written comments to Ms. Debbie Wilson, of the
Wilmington District Office, at 127 Cardinal Drive Extension, Wilmington, North Carolina 28405, within 10 days of
your receipt of this notice. Such comments will be considered by the Department, in reaching a final decision on the
application. No comment within 10 days of receipt of this notice will be taken as "no objection".
For questions regarding the methods and/or timing of construction or if you have questions regarding environmental
concerns, please contact me at 910.228.1841.
Thank you for your time and assistance with this project.
Sincerely,
RECEIVED
Dana A. Lutheran FEB 15 2017 RECEIVED
SEGi Regulatory Specialist N
DCM WILMINGTON,
Enclosures(4) DCM- KIND CITY DEC 2 2 2016
Page 2 of 5

V'-
5out>>'tem FnvirnnmentaliGrbup, Inc.
Siif$ateC Ra.d,5 1;WA4v-NNCz iz
9iat7u.7i � . ins 9�a41ua99 • ....�..
22 December2016
Certified Mail 7011 1570 00015643 7817
Riverwalk Partners, LLC
212 South Water Street, 1N
Wilmington, NC 284014666
ISEGi Project N: 05-185.011
Re: Adjacent Riparian Property Owner Notification
CAMA Major Permit Application for Subaqueous Utility Lire
125 Battleship Road NE (SR# 1300), New Hanover County, North Carolina
To whom it may concern,
With this correspondence, Southern Environmental Group, Inc. (SEGi) is notifying you of the proposed development
plans, which is to take place on property adjacent to land depicted as being owned by Riverwalk Partners, LLC. SEGi
relied upon the New Hanover County GIS for this information. SEGi has been retained by the property owner,
Holdings of TCM, Inc., herein referred to as the "Applicant", to notify the adjacent property owner(s) and to apply for
a Coastal Area Management Act (CAMA) Major Permit.
The project area begins at the intersection of Front and Orange Streets, in downtown Wilmington, crosses under the
Cape Fear River and resurfaces within uplands, on a property owned by the Applicant and from where it will be
trenched to the Battleship Road NE right-of-way and terminate at a fire hydrant Surface work is not proposed within
the 30' Estuarine Shoreline Buffer or the 75' Estuarine Shoreline AEC. The proposed lines will be installed
approximately 15 feet below the existing substrate of the area dedicated as the USACE Harbor limits. In addition, the
Applicant intends to subdivide the existing parcel into 13 separate single family lots, all of which will be accessed
from SR# 1300.
To assist you in the decision making process of the proposed construction, attached you will find the Permit
Applications, Project Narrative, Site Plan and Adjacent Property Notification Form To expedite the permit process, it
would be helpful if you would sign and return the notification form to me, via email, at dlutheranQse¢ims. Should you
have any objections to this proposal, please send your written comments to Ms. Debbie Wilson, of the Wilmington
District Office, at 127 Cardinal Drive Extension, Wilmington, North Carolina 28405, within 10 days of your receipt of
this notice. Such comments will be considered by the Department, in reaching a final decision on the application. No
comment within 10 days of receipt of this notice will be taken as "no objection".
For questions regarding the methods and/or timing of construction or if you have questions regarding environmental
concerns, please contact me at 910.228.1841.
Thank you for your time and assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
Enclosures (4)
RECEIVED
FEB 15 2017
DCM- VREDCITY
CEIVED
DCM WILMINGTON, NC
DEC 222016
Page 3 of 5

SouAcm Environtr ental Grbup, Inc.
15i35 AC WKa-45-ikLW�aNCzs+iz
sia+sz-zn 1 . r * 91a+32•z899 ---J. .
22 December 2016
Certified Mail 7011 1570 00015643 7800
S. G. Prestress Company
1200 Urban Center Dr.
Birmingham, AL 35242
(SEGi Project #: (15-185.011
Re: Adjacent Riparian Property Owner Notification
CAMA Major Permit Application for Subaqueous Utility Line and Upland Development
125 Battleship Road NE (SR# 1300), New Hanover County, North Carolina
To whom it may concern,
With this correspondence, Southern Environmental Group, Inc. (SEGi) is notifying you of the proposed development
plans, which is to take place on properly adjacent to land depicted as being owned by S. G. Prestress Company. SEGi
relied upon the New Hanover County GIS for this information. SEGi has been retained by the properly owner,
Holdings of TCK Inc., herein referred to as the "Applicant", to notify the adjacent property owner(s) and to apply for
a Coastal Area Management Act (CAMA) Major Permit.
The project area begins at the intersection of Front and Orange Streets, in downtown Wilmington, crosses under the
Cape Fear River and resurfaces within uplands, on a property owned by the Applicant and from where it will be
trenched to the Battleship Road NE right-of-way and terminate at a fire hydrant. Surface work is riot proposed within
the 30' Estuarine Shoreline Buffer or the 75' Estuarine Shoreline AEC. The proposed lines will be installed
approximately 15 feet below the existing substrate of the area dedicated as the USACE Harbor limits. In addition, the
Applicant intends to subdivide the existing parcel into 13 separate single family lots, all of which will be accessed
from SR# 1300.
To assist you in the decision making process of the proposed construction, attached you will find the Permit
Applications, Project Narrative, Site Plan and Adjacent Property Notification Form To expedite the permit process, it
would be helpful if you would sign and return the notification form to me, via email, at dlutheranAsem.us. Should you
have any objections to this proposal, please send your written comments to h1s. Debbie Wilson, of the Wilmington
District Office, at 127 Cardinal Drive Extension, Wilmington, North Carolina 28405, within 10 days of your receipt of
this notice. Such comments will be considered by the Department, in reaching a final decision on the application. No
comment within 10 days of receipt of this notice will be taken as "no objection".
For questions regarding the methods and/or timing of construction or if you have questions regarding environmental
concerns, please contact me at 910.228.1841.
Thank you for your time and assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
Enclosures (4)
Page 4 of 5
ECEiVED
'EH 15 2017
OCM_ RIND CITY.
RECEIVED
DCM WILMINGTON, NC
DEC 2 2 2016

M
5out6em j_nvironmental Cjrbup, Inc.
1311SWd ColwReal5jkr.Wr•.�NC U412
r 10.412.1711 . r.. s 10n=.re319 - .,... S .
22 December2016
Certified Mail 7011 1570 00015643 7794
Riverwalk Condominium Homeowners Association, Inc.
5723-b Country Club Rd
Winston-salem, NC 27104
[SEGi Project #: 05-185.011
Re: Adjacent Riparian Property Owner Notification
CAMA Major Permit Application for Subaqueous Utility Line
125 Battleship Road NE (SR# 1300), New Hanover County, North Carolina
To whom it may concern,
With this correspondence, Southern Environmental Group, Inc. (SEGi) is notifying you of the proposed development
plans, which is to take place on property adjacent to land depicted as being owned by Riverwalk Condominium
Homeowners Association, Inc. SEGi relied upon the New Hanover County GIS for this information and has been
retained by the property owner, Holdings of TCM, Inc., herein referred to as the "Applicant", to notify the adjacent
property owner(s) and to apply for a Coastal Area Management Act (CAMA) Major Permit.
The project area begins at the intersection of Front and Orange Streets, in downtown Wilmington, crosses under the
Cape Fear River and resurfaces within uplands, on a property owned by the Applicant and from where it will be
trenched to the Battleship Road NE right-of-way and terminate at a fire hydrant. Surface work is not proposed within
the 30' Estuarine Shoreline Buffer or the 75' Estuarine Shoreline AEC. The proposed lines will be installed
approximately 15 feet below the existing substrate of the area dedicated as the USACE Harbor limits. In addition, the
Applicant intends to subdivide the existing parcel into 13 separate single family lots, all of which will be accessed
from SR# 1300.
To assist you in the decision making process of the proposed construction, attached you will frid the Permit
Applications, Project Narrative, Site Plan and Adjacent Property Notification Form. To expedite the permit process, it
would be helpful if you would sign and return the notification form to me, via email, at dlutheranQseaims. Should you
have any objections to this proposal, please send your written comments to Ms. Debbie Wilson, of the Wilmington
District Office, at 127 Cardinal Drive Extension, Wilmington, North Carolina 28405, within 10 days of your receipt of
this notice. Such comments will be considered by the Department, in reaching a final decision on the application. No
comment within 10 days of receipt of this notice will be taken as "no objection".
For questions regarding the methods and/or timing of construction or if you have questions regarding environmental
concerns, please contact me at 910.228.1841.
Thank you for your time and assistance with this project.
Sincerely,
Dana A Lutheran
SEGi Regulatory Specialist
Enclosures (4)
RECE3VED
FEB 15 2017
DCM- VIHD CITY
RECEIVED
DCM WILMINGTON, I
Page 5 of 5 DEC 2 2 2016

Farrell, Sean C
From: Dana A. Lutheran <[e-mail]>
Sent: Wednesday, January 25, 2017 11:30 AM
To: Farrell, Sean C
Subject: SG Prestress - Battleship APO Green Card
Follow Up Flag: Follow up
Flag Status: Flagged
Hi Sean. Here is another green card for the battleship project.
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5 315 S. COI1EgE ROAd SUITE E
W01,11NfTON, NORT11 CAR01iNA 28412
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jouthern environmental Group, Inc.
551 5 South College (load, Suite E • wil-,%toq NC Zet 1 Z
Phone: 910.t5Z.Z711 • Fax: 910.t5Z.2899 • E,mail: oFFice®segi.us
8 February 2017
Electronic Mail
NC State Historic Preservation Office (SHPO)
Ramona M. Bartos, Deputy
State Historic Preservation Officer
109 East Jones Street
Raleigh, NC 27601
ramona.bartosna ncdcr.eov
[SEGi Project #: 05-185.01]
Re: Proposed boring project for water and sewer lines from.the intersection of Orange and Front
Streets under the Cape Fear River to 125 Battleship Road NE, New Hanover County, ER 17-0127
Dear Ms. Bartos,
Southern Environmental Group, Inc. (SEGi) is in receipt of your letter dated 1 February 2017, in which comments
(denoted in italics below) were provided concerning the proposed project. With this correspondence, SEGi would
like to address those comments.
We understand that your request for our comments is made at the direction of the Division of Coastal
Management, because the river crossing requires a CAMA major permit. We are also aware of the
proposed rezoning of the property located at 125 Battleship Road, NE. Given that such a crossing will
likely foster development of the property and that the crossing would likely not be undertaken but for
planned development at that site, we believe it prudent to consider both the immediate and the
'foreseeable"effects of the proposed directional boring on historic resources in the vicinity.
The Applicants and SEGi understand and appreciate the Historic Preservation Office's concerns regarding
future development of 125 Battleship Road NE. However, at this time, there are no specific development
plans (i.e. buildings, docks, etc.) for this property. The Applicants are working with the New Hanover
County Planning Department, in an effort to finalize the zoning of the property, but that could take months
to resolve. Please keep in mind, the utility lines will service the entire basin, which includes the U.S.S.
North Carolina Battleship. The installation of the utility lines is supported by the Division of Water
Resources (DWR), as currently the sewer line servicing the battleship lies directly on the bottom of the river
and has been repaired several times. In addition, that sewer line will have to be replaced, once dredging of
the Wilmington harbor takes place. With that being said, we respectfully request that only the work
associated with the utility line be under review, at this time.
The work would begin at the intersection of Orange and Front Streets, in the city -side of the historic
district. The 1894 Von Kampen Building and 1855 Sternmerman Building are located on the north side of
Orange Street at South Front Street. The Wilmington Iron Works, with buildings dating from the 1920s,
1940s and 1990s, are located on the south side of Orange Street at South Water Street. All of these
buildings are of brick construction and the proposed demolition and drilling work associated with the
installation of the utility lines along Orange Surge( �cptl„pd}�rfject their strt
exterior brickfacades. lq,� �t�N u DCM WILMINGTON, NC
FEe 15 2017 FEB 0 9 2017
DCM- K"HD CITY

According to Mr. Marty Adams, with T B Landmark Construction, Inc., the company who will be
performing the directional drilling operation and have been doing this for many years, "Based on the fact
that drilling will not take place under any buildings, the bore hole will have bentonite in it, until the pipe is
in place, and that the drills being used are not large in diameter, settling of the earth above the drill path is
very unlikely. Therefore, there is no risk of adversely affecting the structural integrity of buildings." With
regard to potential damage to exterior brick facades, Mr. Adams stated the drill process does not create any
vibration that would disturb bricks on a building.
As outlined in your email, the site located on the west side of the Cape Fear River where the utility lines
would emerge has been the scene of intense maritime and industrial activity for well over 150 years. For
this reason, much of the river's west side is also included in the Wilmington National Register Historic
District, with fifteen listed shipwreck and maritime properties documented in the marsh and intertidal
waters. Because any development of the site likely contemplates future river access, there is the potential
for adversely affecting both known and unknown historic resources in these areas.
Extensive research of submerged structures along the shoreline of 125 Battleship Road NE has been
conducted by Environmental Services, Inc., as part of a thorough environmental review they prepared for
the New Hanover County Soil and Water Conservation District (NHCS&WCD), entitled EAGLES
ISLAND: A History of a Landscavel. This report identifies 38 structures within the marsh and intertidal
waters along the shoreline. While in the future there may be water dependent structures proposed, as part of
the upland development, none are being proposed with this application. At this time, the Applicant is only
requesting approval of the subaqueous utility line. Should water dependent structures be proposed in the
future, all measures will be taken to avoid adversely affecting those structures identified within the
NHCS&WCD report.
In light of the decades -long and significant maritime activity at the subject site, there is a very high
probability of other as yet unrecorded archaeological sites being present, warranting an intensive
archaeological survey of all high ground areas. As part of any federal or state permits review, we would
recommend such a survey and addressing any effects to sites that may be determined eligible for listing in
the National Register.
According the report prepared for the NHCS&WCD's, the upland area of 125 Battleship Road NE housed a
large number of warehouses for the transshipment of naval stores and raw and milled lumber, as well as
turpentine stills and lumber mills. It also was used for shipbuilding and ship repair. By 1949, all but one of
the buildings had been demolished. That building was located on the parcel north of 125 Battleship Road
NE and was also later demolished.
As part of Applicant's due diligence process and as part of the Brownfields evaluation, Catlin Engineers
and Scientists enlisted the services of Pyramid Environmental and Engineering, to perform a geophysical
survey of all the uplands within 125 Battleship Road NE. A copy of their report has been attached to this
correspondence. Based on this survey, only minor objects such as household trash, appliances, rebar, utility
poles, and other miscellaneous debris was detected. No significant structures or objects were identified
within the uplands of 125 Battleship Road NE.
It is not anticipated that the proposed work, associated with installation of the utility lines, will have any
effect on historical or archeological resources.
Finally, we are very concerned about the effect that any proposed development at 125 Battleship Road will
have upon the USS North Carolina. As a National Historic Landmark and the State's WWII Memorial, the
RF(�F RECEIVED
'http://soilwater.nhcgov.com/wo-content/uploads/2014/05/Eagles-Island-ReiSdT[ 7QIPMED OCM WILMINGTON, NC
FEB 15 2017 FEB 0 9 2011
DCM- KIND CITY

battleship is a unique historic resource worthy of the highest degree of consideration, including any effects
on its viewshed and visitation. Thus, we are very interested in potential plans for new construction on the
site, including but not limited to:
• w
Nether any portions of the property would be elevated to provide for drainage or flood avoidance;
• t
he height and massing of buildings and associated amenities such as open areas;
• a
ccess to the river; and
• o
wner access and parking.
As mentioned previously, there are no site specific development plans for 125 Battleship Road NE.
Therefore, this information is not available.
As you very likely are aware, this area is subject to repeated flooding during high tides and storm events as
well as to serious access delays getting onto US 171421. Any changes at the subject site that would
exacerbate these conditions would adversely affect the battleship and its mission.
The Applicant is aware of the flooding problems on Battleship Road. As stated before, there are no set plans
for the development of the uplands on 125 Battleship Road NE. However, future proposed development
will neither increase flood levels nor the number of flooding events on Battleship Road. Flooding concerns,
on Battleship Road, should be directed to the NC Department of Transportation.
It is our hope that the information found within and attached to this letter addresses the SHPO's concerns
revolving around the proposed installation of the utility lines. However, should there be additional questions or
further information is needed, please call me at 910.228.1841.
Sincerely,
T�'
Dana A. Lutheran
SEGi Regulatory Specialist
Enclosures: Geophysical Survey, Investigation for Buried Metallic Objects/Debris — Battleship Road
RECEIVED
FEB 15 2017
DCM- RIND CITY
RECEIVED
DCM WILMINGTON, NC
FEB 0 9 2017

5outkem Environmental Group, Inc.
13115oud+Col6ge KoA5uite E. • Wi6ingron, NC zs+1I
Phone 9 i a'Hu7 � i . Fw 9 i o.4lz.za99 • E,e.ik oFNu®aeg�.us
22 December 2016
Hand Delivery
NC Division of Coastal Management
Ms. Debbie Wilson
127 Cardinal Drive Extension
Wilmington, NC 28412
Re: Battleship Subaqueous Utility Line
Request for CAMA Major Permit
Dear Debbie,
[SEGi Project #: 05-185.01]
Southern Environmental Group, Inc. (SEGi) has been retained by Holdings of TCM, Inc. (herein referred to
as the "Applicant"), to submit the attached CAMA Major Permit Application, which is being submitted in
order secure approval to install a subaqueous utility lines under the Cape Fear River, which will run from the
intersection of Front and Orange Streets, in downtown Wilmington, to the right-of-way of Battleship Road
NE, on the west side of the river. The utility lines will service the entire basin on the west side of the river.
It SEGi's hope that the information found within and attached the application will be sufficient for the DCM
to consider the application complete and the permit will be processed without delay. However, should you
have questions or need further information, please call me at 910.228.1841.
Thank you in advance for your time and assistance with this project. We look forward to hearing from you.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
Enclosures: CAMA Major Application
RECEIVED
FEB 15 2017
DCM- MHD CITY
V-
RECEIVED
DCM WILMINGTON, NC
DEC222016

Appendix H to CAMA Major Permit Application (12/22/16) Page 1 of 4
_ N° 00806-4)
r( N.C. DIVISION OF COASTAL MANAGEMENT W_
NOTIFICATION OF COASTAL WETLAND DETERMINATION
Pursuant to NCGS 113-229(n)(3), and 15A NCAC 07H.0205(a) A B C 0
�CixcK er/�! n�r„t ��c cfv /?rir�.�/iz•sdott
Property Owner: ailing Address:
Site Address: S a V ri e
• ►�i` fM��•[sVi e NC
�A
2gyoz .23f1f�
Project Location: County NdAf-) US/NC/SR 9 #kVY 7
River Basin Adj. Water Body �� ):?4✓f ♦!!ice
Indicate Which of the Following Apply:
Coastal Wetlands have been identified on the above described property. The project (as currently
proposed) may impact these wetlands but no official delineation was Performed. The Division of Coastal
Management suggests that you request a formal delineation by this Division to evaluate potential impacts to
Coastal�
Wetlands and project design alternatives.
V/C astal Wetlands have been identified on the above described property. At your request, an official
Coastal Wetland delineation was performed by the Division of Coastal Management. The Division of Coastal
Management suggests that you have the delineation surveyed. The Division will verify the surveyed line, which
will then remain valid for a period not to exceed 12 months from the delineation.
Coastal Wetlands species identified on -site:
f CaS+- `11 &4+4-It S�'`p
Spartina alterniflora V Juncus roemerianus S��alicornia spp.
Distichlis spp. Limonium spp. _✓Scirpus spp.
_✓Cladium jamaicense ✓/Typha spp. _Spartina patens
Spartina cynosuroides
Check any fi indicators that apply to establish regular or occasional flooding:
t at water observed on -site (do not check if during or following Tropical Storm/Hurricane)
abs/holes ✓we/�rack lines Vfdstaining ✓ tidal water connection
,periwi le ✓elevation changes _other (please describe)
DCM Official Title_jell Re0P,4PTA7AFA*—r
Date
In the event o�u� wi �h �p appeal this jurisdictional call, you may request a second opinion by contacting my
supervisor, r % /Y,9k) (DCM District Manager) at G1 /0-�y�
Visit our website at www.nccoastalmanagament.com (/[ 6 • �� tSPti JLp ¢h/,�0�/
RECL,VLED
FEB 15 2017
RECEIVED
DCM WILMINGTON, N
DEC 2 2 2016
DCM- A"HD CITY

Appendix H to CAMA Major Permit Application (12/22/16) Page 2 of 4
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-1999-01467 County: New Hanover U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETEP01INATION
Diamondback Development
c% Jay Shott
200 North Harbor Place, Suite D
Davidson, North Carolina 28306
Agent: David Selbetta
Southern Environmental Group, Inc.
5315 S. College Road, Suite E
Wilmington, North Carolina 28412
Size (acres) 18.76-acres Nearest Town Wilmington
Nearest Waterway Cape Fear River River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.23321 N
Longitude:-77.95304 W
Location description: The nroiect site is located at 105 and 125 Battleship Road (Parcel Nos. R05300-001-
cleared and forested land both sides of Road.
North Carolina Road to the north, the Cape Fear River to the east, and undeveloped, forested land to the
south and west.
Indicate Which of the Following Apply:
A. Preliminary Determination
There appear to be waters, including wetlands, on the above described property, as depicted on the attached
exhibit, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344). This preliminary
jurisdictional determination may be used in the permit evaluation process, including determining compensatory
mitigation. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD,
which is an appealable action, by contacting the Corps district for further instruction.
B. Approved Determination
X There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification
X There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWAx33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
M
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated.
Due to the size of your property and/or our present workload, t Qerpt; p1a<i neDable to accomplish this
RECEIVED
Page 1 of 2 FEB 15 2017 DCM WILMINGTON, NC
DCM- Pt -AHD CITY DEC 2 2 2016

Appendix H to CAMA Major Permit Application (12/22/16) Page 3 of 4
wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant.
To be considered final, any delineation must be verified by the Corps.
X 77he waters of the U.S. including wetlands on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted
on the figure identified below. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include 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). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Wilmington, NC, at [phone] to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact John N. Policarpo at
910-251-4487 or John.N.PolicarpoQusace.army.mil.
C. Basis for Determination: This site eYhihits wetland criteria as described in the 1987 Corps Wetland
considered adjacent to a Traditional Navieable Water (TNW) and are iurisdictional under Section 404 of
the Clean Water Act. Portions of the site contain tidal wetlands and the Cape Fear River that are also
subject to jurisdiction under Section 10 of the River and harbors Act of 1899. This determination is
tided, "Field Sketch of Wetlands and Coastal Marsh, Battleship Road Properties, Wilmineton, New
oximate extent of on -site
jurisdictional waters of the U.S., includine wetlands.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request. The delineation/determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
Indicated in B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331.
RECE VED
FEB 15 2017
RECEIVED
DCM WILMINGTON, NC
DCM- &,HD CITY
DEC 222016

Appendix H to CAMA Major Permit Application (12/22/16) Page 4 of 4
Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If
you request to appeal this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room I OM 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by
October 26, 2016.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence "
Corps Regulatory Official:
Date: Aueust 26, 2016
Expiration Date: Aueust 26, 2021
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hM://re¢ulatory usacesurvev com/.
RECEIVED
FEB 15 2017
on -
RECEIVED
DCM WILMINGTON, NC
DCM- MHD CITY
DEC 2 2 2016

Appendix I to CAMA Major Permit Application (12/22/16) Page 3 of 4V�
PAT MCCRORY
Ii01'YM1101
DONALD R. VAN DER VAART
Ac.
14"Wu n'
Water Resources
ENVIRONMENTAL QUALITY S. JAY ZIMMERMAN
V,mia
December 09, 2016
MATTHEW TRIBETT, PE. ENGINEERING MANAGER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON. NC 29403
Re: Authorization to Contract
SUBAQUEOUS UTILITY LINES - BATTLESHIP ROAD
CPPUA-WILMINGTON
NEW HANOVERCOUNTY. NC0465010
Authorization to Construct (This is not a Final Approval)
lA:ar Applicant:
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been received, and that
engineering plans and specifications have been approved by the Department tin• SUBAQUEOUS UTILITY LINES - BATTLESHIP
ROAD, Serial No. 16-00971.
The Authorizmimr to Construct is valid for 24 months from the Inue Date (refer to next page). Authorization to Construct may be
extended if the Rules Governing Public Water Supplies and site conditions have not changed (see Rulc .0305). The Authorization to
Construct and the engineering plans and specifications approval letter shall be posted at the primary entrance of thejob rile before and
during construction.
Upon completion of the construction or modification. and prior to placing the new construction or modification into service, the
applicant must submit an Engineer's Certification and Applicant Certification directly to LINDSAY QUANT. P.E. ofthis office.
• Engineer Certification: in accordance with Rulc .0303 (a), the applicant Shull submit a certification statement signed and sealed
by a registered professional engineer stating that construction was completed in accordance with approved engineering plans
and specifications, including any provisions stipulated in the Department's engineering plan and specification approval letter.
• Applicant Certification: in aceordwicc with Rule .0303 (c), the applicant shall submit a signed certification statement indicating
that the requirements for an Operation and Maintenance Plan and Emergency Management Plan have been satisfied in
accordance with Rule .0307 (d) and (e) and that the system has a certified operator in accordance with Rule .1300. The
"Applicant Certification" form is available of httn://wm,w.dch cncstatc.nc.usmvv (click on Plan Review Forms, under Plan
Review heading).
II'this Authorization to Construct is for a new public water system, the owner must submit a completed application for an
Operating Permit and the appropriate fee. For a copy of the application for an Operating Permit please call [phone].
Once the certifications and permit application and fee, (if applicable), are received and determined adequate, the Department will
issue a Final Approval letter to the applicant. In accordance with Rule .0309 (a), no portion or this project shall be placed into service
until the Department has issued Final Approval.
If the Public Water Supply Section can be of further assistance, please call [phone]. R EC E WE C D
Sincerely,
!! FEB 15 2017
X1 1' 0'Q� - AiHD CITY
Robert W. Midgelle. P.E. pcmtions ra c aid
Public Water Supply Section
tt; HEIDI COX, Wilmington Regional Officc Division of Wuter Resources
Coastal Land Design Pllc
SINeWN.M,C7.W1 Fncaon,nrnld pudi,t wamr aewixns
VAI.c W.I. S,Mpi' $MIW9 RECEIVED
163-I Mail SolIc Carta' Ralcitd,. Nuoll CMtutu,u:7699. 104 DCM WILMINGTON NC
91970791M) I.al,F9a 91971f M637 Ad,mn Fa 91971sdpr xr",,Iaxvto")"rr r
DEC 2 2 2016

Appendix I to CAMA Major Permit Application (12/22/16) Page 4 of 4
North Carolina Department of Environmental Quality
Division of Water Resources
Public Water System Authorization to Construct
Public Water System Name CFPUA-WILMINGTON
and Water System No.: NC0465010
Project Name: SUBAQUEOUS UTILITY LINES - BATTLESHIP ROAD
Serial No.: 16-00971
Issue Date: 12/09/2016
Expiration Date: 24 Months after Issue Date
In accordance with NCAC 18C 0305, this Authorization to Construct must be posted
at the primary entrance to the job site during construction.
RECEIVED
FEB 15 2017
DCM- &".HD CITY
RECEIVED
DCM WILMINGTON, NC
0EC222016

Appendix I to CAMA Major Permit Application (12/22/16) Page 1 of 4
PAT MCCRORY
Ciuvunor
DONALD R. VAN DER VAART
Semlar
Environmental JAY ZIMMERMAN
Quality DWR ohcalor
December 9, 2016
Mr. Matthew Tribett, P.E., Engineering Manager
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, North Carolina 28403
Re: Engineering Plans and Specifications Approval
Water Main Extension
Battleship Road — Subaqueous Utility Lines
CFPUA/COW Water System
Water System No.: NCO465010
New Hanover County
Serial No.: 16-00971
Dear Mr. Tribett:
Enclosed please find one copy of the "Application for Approval..." together with one copy
of the referenced engineering plans and specifications bearing the Division of Water Resources
stamp of approval for the referenced project. These engineering plans and specifications are
approved under Division of Water Resources Serial Number 16-00971, dated December 9, 2016.
Engineering plans and specifications prepared by Jeffrey B. Petroff, P.E., call for the
installation of approximately 1,120 feet of 10-inch and 430 feet of 8-inch water main, valves, a
hydrant and other appurtenances along Orange Street and beneath the Cape Fear River extending
to International Paper Company Road (SR 1300) starting at the intersection of Orange Street and
Front Street.
Please note that in accordance with 15A NCAC 18C .0309(a), no construction, alteration,
or expansion of a water system shall be placed into service or made available for human
consumption until the Public Water Supply Section has issued Final Approval. Final Approval
will be issued and mailed to the applicant upon receipt of both an Engineer's Certification and an
Applicant's Certification submitted in accordance 15 A NCAC 18C .0303 (a) and (c). RECEIVED
These plans and specifications in the foregoing application are approved insofar as the FEB 15 2017
protection of public health is concerned as provided in the rules, standards and criteria adopted
under the authority of Chapter 130A-317 of the General Statutes. This approval does not D C i1n - KIND C I T`
constitute a warranty of the design, construction or future operation of the water system.
One copy of the "Application for Approval..." and a copy of the plans and specifications
with a seal of approval from the department are enclosed. One copy of the enclosed documents
• --Nothing Compares .• RECEIVED
Sate ofNorth Carolina I F.mimmmental Quality I Witterur Resoces DCM WILMINGTON, NC
Public Water Supply Section DEC 2 2 1634 Mao Senior Center I Ruleigh, North Carolina 27699-1634 2016
9197079100 1 Lab Fat 9107156637 1 Admin Fax [phone] w ncwaler nrglpws!

Appendix I to LAMA Major Permit Application (12/22/16) Page 2 of 4
Mr. Matthew Tribett, P.E. Engineering Manager
Page 2 of 2
December 9, 2016
in digital format (CD) is being forwarded to our Wilmington Regional Office. The third copy in
digital format (CD) is being retained in our files.
If the Public Water Supply Section can be of further service, please call [phone].
Sincerely,
Robert W. Midgette, P.E., Operations Branch Head
Public Water Supply Section
Division of Water Resources
RWMILAQ
Enclosures: Approval Documents
cc: Heidi Cox, Wilmington Regional Office
New Hanover County Health Department
Jeffrey B. Petroff, P.E., Coastal Land Design, PLLC
I -Ed 15 2017
DCM- A.HD CITY
RECEIVED
DCM WILMINGTON, NC
DEC 222016

PYKAMI
�PYRAMID ENVIRONMENTAL & ENGINEERING
(PROJECT 2016-104)
GEOPHYSICAL SURVEY
INVESTIGATION FOR BURIED METALLIC
OBJECTS/DEBRIS - BATTLESHIP ROAD
BATTLESHIP RD. & U.S.S. NORTH CAROLINA RD., WILMINGTON,
NEW HANOVER COUNTY, NC
Report prepared for:
Prepared by:
Reviewed by:
APRIL 28, 2016
Shane Chasteen
Catlin Engineers & Scientists
220 Old Dairy Rd.
Wilmington, North Carolina 28405
/Z
Eric C. Cross, P.G.
NC License #2181
Douglas A. Canavello, P.G.
NC License #1066
5 0 3 INDUSTRIAL AVENUE
P: 336. 335. 3174
C 2 5 7: GEOLOGY
R ECEIVED
( EB 15 2017
DCM- AHD CITY
RECEIVED
DCM WILMINGTON, NC
GREENSBORO, NC 27406FEB 0 9 r1011
F: 336. 691.0648
C l 2 5 1: ENGINEERING

GEOPHYSICAL INVESTIGATION REPORT
Battleship Road Property
Wilmington, New Hanover County, North Carolina
Table of Contents
ExecutiveSummary .............................................................................................................I
Introduction..........................................................................................................................2
FieldMethodology...............................................................................................................2
Discussionof Results...........................................................................................................4
Summary and Conclusions..................................................................................................9
Limitations.........................................................................................................................10
Figures
Figure 1 — Geophysical Survey Boundaries and Site Photographs
Figure 2 — Area A EM61 Results Contour Map
Figure 3 — Area A GPR Transect Locations & Select Images
Figure 4 — Area B EM61 Results Contour Map
Figure 5 — Area C EM61 Results Contour Map
Figure 6 — Area C GPR Transect Locations & Select Images
Figure 7 — Area D EM61 Results Contour Map
Appendices
Appendix A — GPR Transect Images
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
RECEIVE©
FEB 15 2017
DCM- KIND CITY
RECEIVED
DCM WILMINGTON, NC
FEB 0 9 2011

EXECUTIVE SUMMARY
Project Description: Pyramid Environmental conducted a geophysical investigation for
Catlin Engineers & Scientists (Catlin) at the southwest quadrant of the intersection of
Battleship Road and U.S.S. North Carolina Road in Wilmington, NC. The survey was
designed to examine the property for any unknown buried metallic objects or debris,
including possible underground storage tanks, drums, historical debris, or any other
buried objects that may present an environmental concern. The survey was conducted
from April 19-22, 2016. Portions of the site were inaccessible due to dense vegetation,
standing water, and/or topographic relief; however, the majority of the upland areas of
the site were surveyed.
Geophysical Results: The site was designated into four separate areas (A-D). Four
specific locations were identified in Area A that contained suspected buried metallic
debris/objects (some of which were visible from the ground surface). These areas were
marked in the field with paint and pin flags. A large rock/rubble pile was present in the
north -central portion of Area A. The top of this pile was scanned with the EM;
subsequently, portions of the pile were excavated by Catlin and then re -scanned with the
EM. No metallic anomalies were observed in this area. All significant metallic anomalies
in Area B were directly attributed to visible cultural debris such as wire, trash, tires, and
possible appliance parts. These features were marked in the field with pin flags. Four
specific locations were identified in Area C that contained suspected buried metallic
debris/objects. One of these areas was partially excavated by Catlin and verified the
presence of a buried metal pipe or other cylindrical object. All of these areas were
marked in the field with paint and pin flags. A suspected utility/pipe was present at the
north boundary of Area C that was verified by GPR.
A metal -reinforced concrete slab was verified on the west side of Area C. One unknown
metallic anomaly was present directly east of the concrete slab in Area C. The
geophysical surveys could not conclusively determine the cause of this anomaly. No
metallic anomalies were recorded in Area D. RECEIVED
DClJYILMINGTON, NC
Battleship Road Geophysical Investigation r.- @ r PZ
Wilmington, New Hanover County, North Carolina �" P FEB 0 9 LOII
FEb 15 2017
DCM- MHD CITY

INTRODUCTION
Pyramid Environmental conducted a geophysical investigation for Catlin Engineers &
Scientists (Catlin) at the southwest quadrant of the intersection of Battleship Road and
U.S.S. North Carolina Road in Wilmington, NC. The survey was designed to examine
the property for any unknown buried metallic objects or debris, including possible
underground storage tanks, drums, historical debris, or any other buried objects that may
present an environmental concern. The survey was conducted from April 19-22, 2016.
The total size of the property containing the survey areas was approximately 19 acres,
and included locations on both the east and west sides of Battleship Road, south of U.S.S.
North Carolina Road. The property was divided by Catlin into four separate survey
areas, totaling approximately I 1 acres. These locations were primarily undeveloped, and
consisted of a combination of wooded to heavily wooded upland zones transitioning to
wetlands and bogs along the Cape Fear River. Portions of the site were inaccessible due
to dense vegetation, standing water, and/or topographic relief; however, the majority of
the upland areas of the site were surveyed. Aerial photographs showing the survey area
boundaries and ground -level photographs are shown in Figure 1. Pyramid has labeled
the four survey zones as Areas A-D, and they will be referred to as such for the remainder
of this report.
FIELD METHODOLOGY
The geophysical investigation consisted of electromagnetic (EM) induction -metal
detection and ground penetrating radar (GPR) surveys. Pyramid collected the EM data
using a Geonics EM61 metal detector integrated with a Trimble AG-114 GPS antenna.
The integrated GPS system allows the location of the instrument to be recorded in real-
time during data collection, resulting in an EM data set that is geo-referenced and can be
.RECEIVED
N DDCM WL{JN(1 TON, NC
Battleship Road Geophysical Investigation Wilmington, New Hanover County, North Carolina i c� i 5 10V FEB 0 9 2017
DCM- KIND CITY

overlain on aerial photographs and CADD drawings. In areas where enough space was
present, a boundary grid was established with marks every 10 feet to maintain orientation
of the instrument throughout the survey and assure complete coverage of the area.
Portions of the four survey areas contained dense vegetation. In these areas, scanning
was performed with the EM61 without establishing formal grids across all accessible
areas. Coverage of these areas was monitored in real-time using the GPS system, and
best efforts were made to minimize data gaps between survey lines.
According to the instrument specifications, the EM61 can detect a metal drum down to a
maximum depth of approximately 8 feet. Smaller objects (1-foot or less in size) can be
detected to a maximum depth of 4 to 5 feet. The EM61 data were digitally collected at
approximately 0.8 foot intervals along the survey lines. The data were downloaded to a
computer and reviewed in the field and office using the Geonics NAV61 and Surfer for
Windows Version 11.0 software programs.
GPR data were acquired across select EM anomalies on April 22, 2016, using a
Geophysical Survey Systems, Inc. (GSSI) UtilityScan DF unit equipped with a dual
frequency 300/800 MHz antenna. Data were collected both in reconnaissance fashion as
well as along formal transect lines across EM features. The GPR data were viewed in
real-time using a vertical scan of 512 samples, at a rate of 48 scans per second. GPR data
were viewed down to a maximum depth of approximately 6 feet, based on dielectric
constants calculated by the DF unit in the field during the reconnaissance scans. GPR
transects across specific anomalies were saved to the hard drive of the DF unit for post -
processing and figure generation.
RECEIVED
DCM WILMINGTON, NC
RECEIVED
Battleship Road Geophysical Investigation POE 0-11 2017
Wilmington, New Hanover County, North Carolina FEB 15 2017
DCM- NND CITY

DISCUSSION OF RESULTS
Survey Areas A — D were mapped individually by the EM and GPR equipment and the
results of these surveys will be discussed per Area as follows:
Area A — Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area A is presented in Figure
2. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area A EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EM SURVEY
Metallic
Anomalyp
Cause of Anomaly
Investigated with
GPR
I
Visible debris (chairs, tires, etc.)
2
Suspected buried metallic object
3
Visible railroad spike
4
Visible and suspected buried metallic
objects
5
Visible metallic debris (posts)
6
Suspected buried metallic objects
�!l
The bottom coil results, shown on Figure 2, depict scattered minor metallic anomalies
throughout the survey area that are considered insignificant, and are likely associated
with small pieces of metallic debris and/or native material. Typically, Pyramid will show
the differential EM response contour map in order to eliminate these insignificant
features. However, there were overhead power lines extending across the west boundary
of the survey area which interfered with the top coil of the instrument, creating false
anomalies in the differential data set. For this reason, we focus on the bottom coil results
for Area A, which show both minor and more significant features.
It should also be noted that a large rock/rubble pile was present in the north -central
portion of Area A. Initial EM scans were performed across the top of this rubble pile,
and did not record any metallic anomalies. Subsequently, Catlin excavated path
Battleship Road Geophysical Investigation
DCM W)L'MtNGrON, NC
Wilmington, New Hanover County, North Carolina F r d 15 2017 FEB 0 9 2011
DCM- KIND CITY

the rock pile in the approximate east/west and north/south directions. Additional EM
scans were performed after these excavations. No metallic anomalies were observed in
this area.
The anomalies listed in the above table are considered significant, and were further
investigated in the field. Anomalies 1, 3 and 5 were associated with visible metallic
debris, including chairs, tires, a railroad spike, and metal posts adjacent to storm drain
pipes. Anomalies 2, 4 and 6 were suspected to be associated with buried metallic objects
that were considered significant enough to warrant further investigation with GPR.
Area A - Discussion of GPR Results
Figure 3 presents the locations of the formal GPR transects performed at Area A, as well
as select transect images. A total of 5 formal GPR transects were performed at the
property, as well as additional reconnaissance scans. GPR transects 1-3 were performed
across a cluster of metallic anomalies (Anomaly 4 on above table) that also included a
visible metal object protruding from the ground that appeared to be parts of an old engine
block. These transects recorded evidence of buried metallic objects throughout the area
immediately surrounding the apparent engine block, as well as to the northeast. The
buried metal was evidenced by distinct lateral reflectors and an increase in GPR signal
penetration, which is often the result of buried debris creating less conductive soil
conditions which allow the GPR to penetrate deeper into the ground.
GPR transect 4 was performed further to the northeast across Anomaly 2, and also
recorded distinct lateral reflectors and an increase in signal penetration that were
suggestive of buried metallic debris. GPR transect 5 was recorded across a collection of
metallic anomalies at the south boundary of the survey area. These features were
technically outside of the property limits (see Figure 1). However, their proximity
warranted further investigation. It is suspected that this area also contains buried metallic
debris, but it should also be noted that overhead power lines in the vicinity of these
features may have resulted in some interference with the instrument.
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
RECEIVED iRECEIVED
DCM V5U1#hkGTON, NC
FEB 15 2017 FEB 0 9 2017
DCM- MHD CITY

The approximate locations containing the buried debris were marked in the field with
paint and pin flags. Additionally, Pyramid is providing Catlin with a georeferenced *.dxf
file of the metallic anomaly contour map for their use in locating the features.
Area B — Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area B is presented in Figure
4. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area B EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EM SURVEY
Metallic
Anomal d
Cause of Anomaly
Investigated with
GPR
1
Visible debris (wine, tines, trash)
2
Visible metallic debris (possible appliance
3
Visible metallic debris (tires)
The bottom coil results, shown on Figure 4, depict scattered minor metallic anomalies
throughout the survey area that are considered insignificant, and are likely associated
with small pieces of metallic debris and/or native material. Typically, Pyramid will show
the differential EM response contour map in order to eliminate these insignificant
features. However, there were overhead power lines extending across the east boundary
of the survey area which interfered with the top coil of the instrument, creating false
anomalies in the differential data set. For this reason, we focus on the bottom coil results
for Area B, which show both minor and more significant features.
The anomalies listed in the above table are considered significant, and were further
investigated in the field. Field observations confirmed that all of these features were
directly associated with visible metallic debris at the ground surface, including wire, tires
(with metal reinforcement), trash, and a possible appliance part (Anomaly 2). Due to the
fact that all anomalies were attributed to visible cultural features, it was not necessary to
investigate the subsurface further with GPR at this survey area. The locations of the
RECEIVED RECEIVE[)
Battleship Road Geophysical Investigation DGO WILlii' INGTON, NC
Wilmington, New Hanover County, North Carolina FEB 15 2017 FEB 0 9 2017
DCM- Il"HD CITY

debris were marked in the field with pin flags. Pyramid is providing Catlin with a
georeferenced *.dxf file of the metallic anomaly contour map for their use in locating the
features, if necessary.
Area C —Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area C is presented in Figure
5. Each EM anomaly is numbered for reference to the figure. The following table
presents the list of EM anomalies and the cause of the metallic response, if known:
Area C EM61 Anomalies
LIST OF METALLIC ANOMALIES IDENTIFIED BY EM SURVEY
Metallic
Anomaly0
Cause of Anomaly
Investigated with
GPR
I
Suspected buried metallic debris
2
Suspected utility/pipe
3
Visible rebw
1
Suspected buried metallic debris
-
suspected metal pipe or rebar
6
Metal nails in telephone pole
7
Unknown metallic response
g
Area containing suspected reinforced
concrete
The contour map in Figure 5 shows the differential EM data, which eliminate minor
metallic anomalies and focus on more significant features. Anomalies 2 and 6 were
directly attributed to visible cultural debris (rebar and nails, respectively). The shape and
orientation of Anomaly 1 was suggestive of a metal pipe or utility. This anomaly -and the
remaining features; were all investigated further with GPR.
Area C - Discussion of GPR Results
Figure 6 presents the locations of the formal GPR transects performed at Area C, as well
as select transect images. A total of 12 formal GPR transects were performed in Area C,
as well as additional reconnaissance scans. GPR transects 1-3 were performed across the
suspected utility/pipe (Anomaly 2). These transects recorded evidence of a distinct,
R E",VED i� , EIk/
Battleship Road Geophysical Investigation DCM WI M)NGTGN, NC
Wilmington, New Hanover County, North Carolina f tb 15 2017 FEB 0 9 2017
DCM- MHD CITY,

isolated hyperbolic reflector that is consistent with a buried pipe/conduit. Transects 4-5
were performed across a minor anomaly near the center of the survey area, and recorded
an isolated horizontal reflector near the ground surface that is characteristic of a buried
object. Transects 6-7 were recorded across Anomaly 1, and recorded soil disturbances
and an increase in signal penetration that could suggest buried metallic debris lacking
significant structure at this location. Transects 8-9 were performed across the concrete
slab on the west side of the property (this area was not accessible by the EM instrument).
These GPR scans confirmed that this concrete contains metal reinforcement. No
significant structures were observed to underlie the slab. Transect 10 was performed
across the unknown EM anomaly near the concrete (Anomaly 7). No evidence of any
objects or structures was observed in the GPR scan; however, access was limited in this
area to investigate the anomaly further, and standing water may have interfered with the
signal.
GPR transect 11 was performed across the possible pipe on the south portion of the
survey area (Anomaly 5). This transect recorded a distinct hyperbolic reflector that is
characteristic of a buried pipe. The object was isolated, and did not extend across the
entire property, indicating it was an isolated piece of pipe or rebar, rather than a utility. It
should be noted that during the GPR field work, Catlin employee Shane Chasteen and
owner Rick Catlin partially excavated this feature. Their excavation verified the presence
of a buried metal pipe or other cylindrical structure at this location. A full excavation
was not performed during our field work.
GPR transect 12 was performed across suspected metallic debris at Anomaly 4. This
transect recorded distinct lateral reflectors that were suggestive of minor buried
debris/objects at this location.
The approximate locations containing the buried debris were marked in the field with
paint and pin flags. Additionally, Pyramid is providing Catlin with a georeferenced *.dxf
file of the metallic anomaly contour map for their use in locating the features.
w6
RECEiVEF' IN
M GTQN, NO
Battleship Road Geophysical Investigation jo`�
Wilmington, New Hanover County, North Carolina F LH 15 2017 FEB 0 9
DCM- A:HD CITY

Area D — Discussion of EM Results
A contour plot of the EM61 results obtained across Survey Area D is presented in Figure
7. No metallic anomalies were observed across the survey area. Further investigations
were not warranted.
Images of All GPR transects saved to the hard drive from all survey areas are included in
Appendix A.
SUMMARY & CONCLUSIONS
Pyramid's evaluation of the EM61 and GPR data collected at Areas A-D along Battleship
Road in Wilmington, New Hanover County, North Carolina, provides the following
summary and conclusions:
• The EM61 and GPR surveys provided reliable results for the detection of metallic
USTs within the accessible portions of the geophysical survey area.
• Portions of. the site were inaccessible due to dense vegetation, standing water,
and/or topographic relief; however, the majority of the upland areas of the site
were surveyed.
• Four specific locations were identified in Area A that contained suspected buried
metallic debris/objects (some of which were visible from the ground surface).
These areas were marked in the field with paint and pin flags.
• A large rock/rubble pile was present in the north -central portion of Area A. The
top of this pile was scanned with the EM; subsequently, portions of the pile were
excavated by Catlin and then re -scanned with the EM. No metallic anomalies
were observed in this area.
• All significant metallic anomalies in Area B were directly attributed to visible
cultural debris such as wire, trash, tires, and possible appliance parts. These
features were marked in the field with pin flags.
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina
RECEIVED
DGM WILMINGTON, NC
91Page
FEB 0 9 2017

• Four specific locations were identified in Area C that contained significant
suspected buried metallic debris/objects. One of these areas was partially
excavated by Catlin and verified the presence of a buried metal pipe or other
cylindrical object. All of these areas were marked in the field with paint and pin
flags.
• A suspected utility/pipe was present at the north boundary of Area C that was
verified by GPR.
• A metal -reinforced concrete slab was verified on the west side of Area C.
• One unknown metallic anomaly was present directly east of the concrete slab in
Area C. The geophysical survey could not conclusively determine the cause of
this anomaly.
• No metallic anomalies were recorded in Area D.
LIMITATIONS
Geophysical surveys have been performed and this report was prepared for Catlin
Engineers & Scientists in accordance with generally accepted guidelines for EM61 and
GPR surveys. It is generally recognized that the results of the EM61 and GPR surveys
are non -unique and may not represent actual subsurface conditions. The EM61 and GPR
results obtained for this project have not conclusively determined the definitive presence
or absence of buried metallic objects/debris, but that the evidence collected is sufficient
to result in the conclusions made in this report. Additionally, it should be understood that
areas containing extensive vegetation, reinforced concrete, or other restrictions to the
accessibility of the geophysical instruments could not be fully investigated.
RECEIVED
Battleship Road Geophysical Investigation
Wilmington, New Hanover County, North Carolina FEB 15 2017
RECEIVFC�
DCM WILMINGTO"J, W,
toFEiB: b 9 2017
DCM- IISHD CITY

Appendix C to CAMA Major Permit Application (12-22-16)
Battleship Subaqueous Utility Line
Vicinity Map
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FEB 15 2017 DCM WILMINGTON, NO
DCM— IVHD CITY DEC 2 2 2016

ROY COOPER
Govemor
MICHAEL S. REGAN
Secrewy
Coastal Management
ENVIRONMENTAL QUALITY
1vh
4artaazy 11, 2017
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice in New Hanover County:
• Holdings of TCM
• John McNamara
4Fralo
Kyle & Heather: Please publish the attached Notice in the Friday, dauunry-17, 2017 issue.
BRAXTON DAVIS
Director
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Division of
Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by
credit card to the attention of Tanya Wright, (Ref acct # 796-7215).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me
at our Wilmington office.
cc:
Sincerely,
ZShaun
K. Simpson
Permitting Support & Customer Aesistance
Heather Coats - WiRO
Doug Huggett - MHC
Tyler Crumbley - USACE
Sarah Young- DCM RECEIVED
FEB 15 2017
DCM- A"HD CITY
State of Nortb Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that the following applications were submitted for a development permits in
Areas of Environmental Concern in Wilmington, New Hanover County, as designated under
the CAMA: On January 24, 2017, Holdings of TCM, Inc. proposed to install a waterline and
twin sewer force mains, underneath the Cape Fear River by directional drill, from the
intersection of Orange and Front Streets to a 16 acre parcel just south of the USS Battleship
North Carolina, and on February 2, 2017, John McNamara proposed to add a new boadift to
an existing private docking facility at 8740 Bald Eagle Lane, adjacent to the AIWW. Copies of
the applications can be examined or copied at the offices of Sean Farrell (TCM), and Courtney
Spears (McNamara), N.C. Dept. of Environmental Quality, Division of Coastal Management,
127 Cardinal Drive Ext., Wilmington, NC 28405, (910-796-7215) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to March 10, 2017 will be
considered in making the permit decision. Later comments will be accepted and considered up
to the time of permit decision. Project modification may occur based on review and comment by
the public and state and federal agencies. Notice of the permit decision in these matters will be
provided upon written request.
RECEIVED
FEB 15 2017
DCM- NIND CITY
Sure of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 26405
910496-7215

NC Division of Coastal Management
Major Permit Application Computer Sheet
AEC: Cape Fear River
Fee: $400 #10045 /
CDAITS ✓ MHC cc ✓
Applicant: f r %'I
Ji,
Agent/Contractor: Southern Ehvironmental Group, Inc. c/b Dana luthera
Project Site County: New Hanover
Staff: Tara MacPherson
trict: Wilmington
Project Name: Battleship Subaqueous Utility Line
o r File: Na
River Basin: Cape Fear
Initial date of application submittal: 12-22-16
Date application "received as complete" in the Field office:
Permit Authorization: ❑ CAMA ❑ Dredge & Fill 5Moth —
SITE DESCRIPTION/PERMIT INFORMATION
ORW: []Yes FNo
I PNA: [XYes ❑No
Photos Taken: Yes ❑ NOR
Setback Required (riparian): ❑Yes WNo
Critical Habitat: ❑Yes ❑No UNot Sure
15 foot waiver obtained: ❑Yes o
Hazard Notification Returned:
r
[]Yes fANo
SAV: ❑Yes ❑No Not Sure
Shell Bottom. ❑Yes No V Not
Temporary Impacts: Yes . ❑No
Sure
Sandbags: []Yes No ❑ Not Sure
Did the land use classification come
from LLIP: ❑Yes ()}Jo
Mitigation Required (optional):
❑Yes ONo
county
Moratorium Conditions:
Environmental Assessment Done:
Length of Shoreline:
Oyes []No KNA
❑Yes [INo ❑NA
/Description:
- ' � 50 FT
Shellfish Area Designation:
Project (code)
Development Area: (code)
Open -or- toe
100 s
SECONDARYWATER CLASSIFICATION - OPTIONAL (choose MAX of 4)
El Future Water Supply (FWS) EJ Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW)
❑ High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncos
❑ (SP) Saltimeadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0-00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or Comm w/ D&F to 1
can be applied - $260
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ IL Public or commercial/no dredge
$100
and/or fill - $400
❑ L Private no dredge and/or fill - $250
III(C) Priv. public or Gomm w /D&F to 1
cre; 3490 can be applied; DCM needs
DWQ
)� C �•/�' ' A
agreement - $400

ip Utility Line
22-16
below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
tment found in your Activities code sheet.
7
-
-
t
TYPE
REPLACE
ti ' Name
Number
Choose
Choose
Dimension I
Dimension 2
Dimension 3
Dimension 4
J
One
One
J/v'i
l
New Work P4
Replace
11
1
Maint ❑
❑ Y ION
Goo
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work 10-0
Replace
l-
Maint ❑
Cl Y ❑ N
-
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
T(
(Applied for.
(Anticipated final
(/
DISTURB TYPE
Disturbance total
disturbance.
D
Habitat Name
Choose One
includes any
Excludes any
to
anticipated
restoration
an!
restoration or
and/or temp
re
teernp iim acts
impact amount)
ter
Dredge IX Fill ❑ Both ❑ Other ❑
1(J ll
q00
Dredge ❑ Fill ❑ Both ❑ other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
919-733-2293 :: 11-888ARCOAST :: www.nccoastalmanaaement.net
revised: I Oil2/08„

MAJOR PERMIT FEE SCHEDULE
Watermark Landing Subdivision/$400, CK # 10045/New Hanover Co
DCM
%
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
900 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
3900 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
and/or open water areas:
$475
60%
$285
40%
$190
RECEIVED
FEB 15 2017
DCM- KIND CITY

Payment Proccessing Confirmation
Date Received 1 12/29/2016
Check From (Name) Holdings of TCM, Inc
Name of Permit Holder Holdings of TCM, Inc
Vendor
Check Number
Check amount
Multiple Permits
Major/Minor
Wells Fargo Bank
10045
$400.00
No
Major
Permit Number/Comments Maj Fee, 125 Battleship Rd, NE, New Hanover
Receipt or Refund/Reallocated
B53432D
RECEIVED
FEB 15 2017
DCM- MHD CITY

Attachment 1— 125 Battleship Road NE (12/22/16)
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT
L PrimaryAppficant/Landmi ner Information
Business Name
Project Name (if applicable)
Diamond Back
125 Battleship Road NE
Applicant l: First Name
MI
Last Name
Jay
Shott
Last Name
Applicant 2: First Name
MI
Bryan
Hamby
If addittanal applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
Stalc
3818
Mooresville
NC
ZIP
Country
Phone No.
FAX No.
28117
DS
704.840.6978 (Bryan) ext.
- -
Street Address(ifdrjfemntfrom above)
City
State
ZIP
NA
-
Email
Bhambr09(alrmnil.com
2. AgmtIContractor Information
Business Name
Southern Environmental Group, Inc (SEGi)
Agent/Contmator l: First Name
MI
Lest Name
Dana
A
Lutheran
Agent/Contracto112: First Name
MI
Lest Name
Mailing Address
PO Box
City
State
5315 South College Road, Suite E
Wilmington
NC
ZIP
Phone No. I
Phone No. 2
28412
910 - 228 - 1841
ezt.
910 - 452 - 2711 ext.
FAX No.
Contractor N
NA
NA
Street Address fdiiferentfiom above)
City
State
ZIP
Same as above
-
Email
dlutheran(@se0.us
RECEIVED
Ivo[RFIVED
DCM- N".HD
Page 1 of 4 NC
DEC 2 2 2016

-In light of the decades -long and significant maritime activity at the subject site, there is a very high probability
of other as yet unrecorded archaeological sites being present wattantiang an intensive archaeological survey of
all high ground areas. As part of any federal or state permit review, we would recommend such a survey and
addressing any effects to sites that may be determined eligible for listing in the National Register.
Finally, we are very concerned about the effect that any proposed development at 125 Battleship Road will
have upon the USS North Carolina. As a National Historic Landmark and the State's WWII Memorial, the
battleship is a unique historic resource worthy of the highest degree of consideration, including any effects on
its viewshed and visitation. Thus, we are very interested in potential plans for new construction on the site,
including but not limited to.
• whether aW portions of the property would be elevated to provide for drainage or flood
roidance;
• the heightd massing of buildings and associated amenities such as open areas;
• access to t% a river, and
• owner access and parking.
As you very likely are aware, this area is subject to repeated flooding during high tides and storm events as well
as to serious access delays getting onto US 17/421. Any changes at the subject site that would exacerbate these
conditions would adversely affect the battleship and it mission.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservatioes Regulations for Compliance with Section 106 codified at 36 CFR
Part 800 as well as with North Carolina General Statute 121-12(a). We hope that they are of assistance to you
and the Division of Coastal Management. Because we understand that a river crossing for utilities would
require an easement from the State of North Carolina and potentially the US Army Corps of Engineers, we are
courtesy copying their representatives.
If you have questions concerning these comments, please contact Renee Gledhill -Earley, environmental review
coordinator, at 919/807-6579. It, all future communication concerning this project, please cite the above -
referenced tracking number.
Sincerely,
/0��
Ramona M. Bartos, Deputy
State Historic Preservation Officer
Sincerely,
cc: Dr. Kevin Cherry, Deputy Secretary, NCDNCR
Captain Terry Bragg, USS North Carolina
Doug Huggett, DCM
Tim Walton, State Property Office
Henry Wicker, USACE
Dawn Snotherly, Wilmington HDC
George Edwards, Historic Wilmington Foundation RECEIVED
MAR 2 2 Z017
DCM- MHD CITY

m
t)
C
J
c
m
�
Holdings of TCM, Inc. — CAMA Dredge & Fill Application
Installation of waterline and twin sewer force mains under Cape Fear River
Blue shaded areas are listed in the National Register of Historic Places, including the subject property, Cape Fear River,
and City of Wilmington

N1
APPROXIMATE BOUNDARIES OF GEOPHYSICAL SURVEY AREAS
View of Rubble Pile in Area A
(Facing Approximately North)
View of Area C
(Facing Approximately South)
RECEIVED RECEIVE,
GCM WILMINGTON
FEB 2 S 2017 FEB 0 9 2017
GEOPHYSICAL SURVEY BOUNDARIES
AND SITE PHOTOGRAPHS
METALLIC ANOMALY INVESTIGATION
BATTLESHIP RD., WILMINGTON, NC
503 INDUSTRIAL AVENUE
GREENSBORO, NC 27460
PYRAM I D
[phone] (P) [phone] (f)
EWM0NkfflffAL& r.0
License # C1251 Eng. / License # C257 Geology
I DATE 4/222016 I CLIENT CATLIN ENGINEERS
2016-104 1 FIGURE 1

NT
Survey Area A - EM61 Results
RECEIVED AREAS A AND WERE NBVEESTTIGAT DOBY GROUND PENETRATING SIGNIFICANT
RADAR (GPR) BURIED METAL,
FEB 2 g 2017 NUMBERS IN BLUE (x) CORRESPOND TO ANOMALY TABLE INCLUDED IN THE REPORT
DCM- MHD CITY
EVIDENCE OF MULTIPLE
METALLIC ANOMALIES OBSERVED
The contour plot shows the bottom coil results of the
EM61 instrument in millivolts (mV). The EM61 data
were collected from April 19-20, 2016, using a Geonics
EM61 instrument. Ground penetrating radar (GPR) data
were collected on April 22, 2016, using a GSSI
UtilityScan DF unit with a dual frequency 300/800 MHz
antenna.
EM61 Metal Detection Response
(millivolts)
O O
O O O O O C O O
O CD O O
o o 0 0 0 CDo 0 0 0 0 0 0 0 0
M , N
REC:-_iVEL,
DCM WILMINGTON. N
FEB 0 9 2017

Survey Area A - Approximate Locations of GPR Transects
^om •,tt ,am mm
M]
3�
GPR TRANSECT 3 (T3)
pj�MSUSPECTED BURIE
r METAL OBJECTS
,,: 1��►rr+tir :+riir
QPR TRANSECT 4 (T4)
AECEIVEIEC-=1VED
N DCM WILMINGTON, NC
FEB 2 8 2017 FEB 0 9 2017
GPR TRANSECT 1 (T1)
GPR TRANSECT 2 (T2)
GPR TRANSECT 5 (T5)

NT
Survey Area B - EM61 Results
GPR NOT REQUIRED AT AREA B DUE TO ALL ANOMALIES BEING DIRECTLY ATTRIBUTED TO
RECEIVED VISIBLE CULTURAL DEBRIS OR CATEGORIZED AS INSIGNIFICANT
NUMBERS IN BLUE (x) CORRESPOND TO ANOMALY TABLE INCLUDED IN THE REPORT
FEB 2 8 2017
DCM- MHD CITY
METALLIC ANOMALIES
INSIGNIFICANT OR ASSOCIATED
WITH CULTURAL DEBRIS
The contour plot shows the bottom coil results of the
EM61 instrument in millivolts (mV). The EM61 data
were collected on April 21, 2016, using a Geonics
EM61 instrument. Ground penetrating radar (GPR) data
were collected on April 22, 2016, using a GSSI
UtilityScan DF unit with a dual frequency 300/800 MHz
antenna.
EM61 Metal Detection Response
(millivolts)
o
0 0 0 0 0 0 0 0 0 0 0 0
REC-_iVED
DCM WILMINGTON, NC
FEB 0 9 2017

N?
Survey Area C - EM61 Results
AREAS ANNOTATED IN BOLD ARE CONSIDERED POSSIBLE SIGNIFICANT BURIED METAL,
AND WERE INVESTIGATED BY GROUND PENETRATING RADAR (GPR)
NUMBERS IN BLUE (x) CORRESPOND TO ANOMALY TABLE INCLUDED IN THE REPORT
EVIDENCE OF MULTIPLE
METALLIC ANOMALIES OBSERVED
The contour plot shows the differential results of the
EM61 instrument in millivolts (mV). The EM61 data
were collected on April 21, 2016, using a Geonics
EM61 instrument. Ground penetrating radar (GPR) data
were collected on April 22, 2016, using a GSSI
UtilityScan DF unit with a dual frequency 300/800 MHz
antenna.
EM61 Metal Detection Response
(millivolts)
0 0 0 0 0 0 0 0 0 0 0 CD
0
0 Ln 0 0 0 0 0 o Ln o 0 0 0 0 0 0 0 0
r R M N n W N 7 M W N 7 Y9
-i�C.ivED
RECEIVEIYOM WILMINGTON, NC
FEB 2 8 2017 FEB 0 9 2017
DCM- MHD CITY

RECE
FEB 2 8
CM- MF
Survey Area C - Approximate Locations of GPR Transects
GPR TRANSECT 11 (T11)
GPR TRANSECT 12 (T12)_ .-
ED
GGM WILMINGTON, NC
NFEB 0 9 2017
GPR TRANSECT 2 (T2)
GPR TRANSECT 4 (T4)
GPR TRANSECT 6 (T6)

N1
Survey Area D - EA161 Results
NO EVIDENCE OF
METALLIC ANOMALIES OBSERVED
The contour plot shows the bottom coil results of the
EM61 instrument in millivolts (mV). The EM61 data
were collected on April 21, 2016, using a Geonics
EM61 instrument. Ground penetrating radar (GPR) data
were collected on April 22, 2016, using a GSSI
UtilityScan DF unit with a dual frequency 300/800 MHz
antenna.
EM61 Metal Detection Response
(millivolts)
0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 uO 0 LD 0 0 0 0 U� 0 0 0 0 0 0 0 00
I,-Ln v M c� m in It rn N q u,
RECEIVED
FEB 2 8 2017
REC --IVED
DOM WILMINGTON, NO
FEB 0 9 2017

Appendix D to DCM CAMA Major Pernit Application 12-22-16 Page 1 of 11
0/7
SUBAQUEOUS UTILITY LINES
for
BATTLESHIP ROAD
HOLDINGS OF TICK INC.
P.O. BOX 3818
MOORESVILLE, NC 28117
ENGINEER:
® Coastal Land Desian,PLLC
Civil Engineering / Landscape Archdecture
Lend Planning / Conslrucdon Management
NCBELS Firm License No: P-0389
P.O.Box 11] Phorw. 910-254-9333
Wilmington, INC 2a402 vnw.dtleng.com Fax: 91 D259.0502
SURVEYOR:
ESP ASSOCIATES, P.A.
211 RACINE DRIVE
WILMINGTON, NC 28402
[phone]
New Hanover County
/ I
NORTH
` N
` v\ MAR10:1T ST.NS BUS, 17
US MM. 74[M17
I �
1 i
I i
I i
i
i If OAy/50NST.
i
1 i
VICINITY MAP
NOT TO SCALE
CONTENTS
1-01 INDEX SHEET
C-01 PROPOSED UTILITY CROSSING: PLAN AND PROFILE
STA: 10+20 — 20+00
C-02 PROPOSED UTILITY CROSSING: PLAN AND PROFILE
STA: 20+00 — 24+62
C-03 PROPOSED UTILITY CROSSING: ENLARGED PLAN
STA: 22+25 — 20+00
SSD-1 CFPUA SANITARY SEWER: STANDARD DETAILS
SSO-2 CFPUA SANITARY SEWER: STANDARD DETAILS
SSD-3 CFPUA SANITARY SEWER: STANDARD DETAILS
WSD-1 CFPUA WATER DISTRIBUTION SYSTEM: STANDARD DETAILS
WSD-2 CFPUA WATER DISTRIBUTION SYSTEM: STANDARD DETAILS
RECEIVED
DCM WILMINGTON,
jg�
DEC 222016
RECEIVED
FEB 15 2017PRELIMINARY
DESIGN
NOT RELEASED FOR
CONSTRUCTION
DCM- MH0
ISSUEE
FOR AGENCY
REVIEW ONLY

Appendix r to CAMA Ma -or Pe=,it Application 12-22-16 (Revised /24/17) Page 11 of ll
=/ BRUNSWICK COUNTY
NORTH
50' 25' 0 50' 100I
��
GRAPHIC SLPIE'. 1' = 50'/
♦ �C
/ I
POTi bZEPOEAL
SR00 SE
.�
��
EMYATED OOASiAL WETLAND SNliI
-I
1
NIF
S.G. PRESTRESS CO.
f _ 0
DEED BOOK 932 PAGE I� v'L-Ugland ;weloprIIe -ol
MAP BOOK 2.5 PAGE 141 Pro3 �s. n� -
BRUNSWICK COUNTY - 1i — — — — — — — — — 70
— — zo Y
PIN No. 3117DDS63565 _ f - _ „ _ B
� aT
v WNW > "s' gas' - 1 a \ � PIN: RDfi300-001-001 -000
1^—\ off• _\\ m=uzsF T.n' cct \ 1 1 ZONING: B-2
1 IAT
��) \ 11j, % / INN[6
IFNINWW11FIt 1 \ ` __ 94014F WT. ix0v
%Y �
.T1 SF Almw 6
fI _
e I
tl 1 i
air
71 TE PLAN.
S1TfIWIT 125 BATTLESHIP ROAD `1• ��,� rw xarwrtn — — J�y1 �,_ — — v� y801111"WjQN, NC 28401—� vfnNu �u vos ( _
g44411 ( \ i
NEW HANOVER COUNTY REGISTER
BOOK 5824, PAGE 1509 IIIIIIIIIIIIIIIIIIIIp�
ACREAGE: 16.8 ACRES +/- IIIII/I/IIIg41p11111
�L
EX. ZONING: B-2 (NHC) �
PROPOSED ZONING: R-10 (NHC)
REG'==IVED
Ex. LAND USE: VACANT CAPE FEAR RIVER - DCM WILMINGTON, NC
PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL
JAN 2 4 2017
SETBACKS. FRONT = 30'
SIDE - 5'
REAR = 2
m
E� t1
1
11
II
1
VICINm MAP I I
.mror.�
LEGEND:
RECEIVED
FEB 15 2017
L=N T NMN
^ETE M M BY VEGEAE-ION
M- MHD CITY
RU. �� aEv.er
I i qlE
RECEIVED
DCM WILMINGTON, N
JAN 2 4 2017
amW
OWNER:
HOLDINGS OF TCM, INC.
P.O. BOX 3818
MOORESVILLE, NC 28117
Coastal LanddDDeslan,PLLG
Wilmington Reserve
New Hanover Co., NC
PROPOSED 13-LOT
DEVELOPMENT
42M I SITE

,A%1
Appendix B to DON CANA Major Pe=it Application 12-22-16 Page 2 of 11
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VICINITY MAP I I t �
LEGEND:
RECE=VEC
FEB 15 2017
DCM- MHD CIT
I Rt"' I DESCW Vie—`'
STY'rFEWi�>^''�
0}8651 -
.r F
10/C�IB
HOLDINGS OF TCM, INC.
P.O. BOX 3818
MOORESVILLE, NC 28117
RECEIVED
;M WILMINGTON, NC
Coastal Land Desidn.PLLC
ll SUBAQUEOUS UTILITY LINE
I ROAD
PRELIMINARY DESIGN BATTLESHIP
NOT RELEASED FOR
CONSTRUCTION
I INDEX PLAN
ISSUED FOR AGENCY
1 REVIEW ONLY __
' 4A762 I-1

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v1- �Y �v p-KS xXhAIEY
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Scab: 1-- IV
Appendix S to DCM CANA Major Permit Application 12-22-16 Page 3 of 11
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s r=sa
Cape Fear River Utility Crossing
sra IObO-zo.00
NavnPIM SmIY"1 -� PRELIMINARY DESIGN
vertical5wk: 1-= t0' ISSUED FOR AGENCY
NOT RELEASED FOR RENEW ONLY
CONSTRUCTION
LEGEND.
FEB 15 2017
CM- A"HD CITY
ary crniN a�.:ru�� Iww�e
I�VFIJX6
io ylme
HOLDINGS OF TCM, INC.
P.O. BOX 3818
MOORRSJg EqV M
DCM WILMINGTON, NI
DEC 2 2 2016
Coastal Land DesIOn.PLLc
,N..a..»:� _.�Y=.• von
a uY1s
ate-
SUBAQUEOUS UTILITY LINE
BATTLESHIP ROAD
PROPOSED UTILITY CROSSING
PLAN & PROFILE
STA: 10+20 - 20+00
425-02 C-01

Appendix B to TAMA Major Permit Application 12-22-16 Page 4 of 11
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sa. m.Go-zseao
ISSUED FOR AGENCY
Halzonml5wk� t^=50'
REVIEW ONLY
VeN scale: 1"= 10'
VICINITY MAP I I F�
LEGEND.
RECEIVED
FEB 15 2017
DCM- MHD CIT
0.11 W16
REV. oFscsvnou xEver
' SFk
oiaW =
� x 4
]p��Ale
HOLDINGS OF TCM, INC.
P.O. B
WILMIN,GTO r,
DEC 222016
Coastal Land Desian.Puc
SUBAQUEOUS UTILITY LINE
BATTLESHIP ROAD
PROPOSED UTILITY CROSSING
PLAN & PROFILE
STA: 20+00. 24+62
425-02 C-02

Appendix a to CAMA Major Permit Application 12-22-16 Page 5 of 11
f / INSTALL 20 LF DI ANS AWA
Xd( ERUME / C150/A21.50 B' GIP WATwIIXE
CwIERUP W SEUP WITIR WFR MNC
SEP. 1.5' (MIN) I 1
covER zP CAP AND. _
DEMO AND REMOVE EA"NG 8' \\ EMSERIMENI BEAL
ECTIAL
WATERUNE FROM APPROK STA \ CONNECT EMISENG \ TO REMOVED PIPE
22hrG TO CONNECTIXI WITH
STA: 22+W THIN) 24+62 E%ISTNG 12' WATERLINE CONNECT E0"ING \\ NEW B,' WATERUNE \ 12'l STAINLESS S1EEL I;
INSTALL +/- 2I2 LF OF IF PROPOSED, B' WAIERUNE TO BE \ llAl UNE TO \\ 1 �� TAPPING SADDLE
BTA 12+70 THRU 22+50 MOO CLASS ISO (DR 18) INSTALLED IN Cl CDCAL \ NEW 8' WATERUNE yen /
FOR AS MUCH AS PRARENCH \ 0 VALK (3' OFF .PINT)
Nil +/- 1,120 LF OF WATERLINE,
IT PE3408 EHYW HPDE
200 PS DR 9 WATERUNE \�—��
BY DIRECTQNAL WILL /
(A' %•W g' &ROINLY"`
I LxosaNc 1 24+00 RECENNIG PIT m- (2) If �.\,
GIP BwDs I I / 1 , E Id _
Mo. °STREE 23 5 J i �` i
�" " i n�w✓'—'v-�W CONNECTTO EASING 6' ! 23t00 / ORAN6 �'\\ - — NOTE.
I WATEld1NE WITH B' TFE _ -�� 4y��WI� 'I A/GAS
_ —ry G(, I BW Rol AND 6- _ �1 \\ -�'`� 9 �, PI CROSSING
n nr ?wTmulE Z`2+50 I _ .RW W A59EYBLY \ m�ri'�'1�� :_
e1�^kR
\ 1
A.
wSJRE 18' YPARATW Iry \
BEfMEFN 907W CP / ,
V A ♦� I /� // ,f EACH MSTNG WATER
SRMCE THE
SE E µORCEMANS EASING Sl MANHOLE ATD TOP OF, CORE BORE BOTA e NNV INTO
\ (2) Ill STA: 22+50 THRU 24+35 / / UNE ENTIRE INNER SlRFACE OF THE EXISTING } I \ 1 i
' REDUCERS / INSTALL +/- 1B5 IF OF (2) / IllIllWTH ZEBRW 386, DURAMAR I(ORD 5 � O Z \�9 I
/ ! 1aLx5M15'D ! 4- C800 CLASS 150 (W 1B) (YANUFAC11RED BY SEMERKOTE), OR
! / I (AFl SZE) ! SEWw FORCEMANS. APPROVED EWAL BY CFPUA STAFF. COAL y I IIn 1
I , I RECEINNG PIT TAR EXOPY UNINGS AND RAVEN LINING G
9TA f2+JO 1XRU 2STSTEAIS ARE NOT ACCEPTABLE
-FO \ f H
I / I
J g / INSTALL h/- 1,120 LF F (3) 6' IX, SSIIH B \ A3I m I q
lFPEMOB EHMW PIPES
O B P9 DR 9 O i11
SENER FORCEMANS BY DIRECT "ll I� Cape Fear River Utility Connection Inset RIM: 21.54 \ I y \
INM: 16.3G
THROUGHDl TMSAMNE BORE NONE L1FD " Swk_1•=1a \\ VV 1 '` \
NORTH
10' S' 0 10' 20'
GPAPHK: SCALE: 1' - 10'
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
IS�REVIEW
FOR AGENCY
ONLY
�u
VICINITY MAP 1 I F�
xmmscua
;q' `fie " -w --
FEB 15 2017
DCM- NOND CITY
RIV CFN,kl,- are WHIR
REV. REVBY
e ce6crminN aATE
'_ OZffiB =
�„ F II44
F,yo�6
HOLDINGS OF TCM, INC.
P.O. BOX 3818
MOOFR%QagVLqD
Di WILMINGTON, NI
DEC 2 2 2016
vCoastal Land �Deslan.Puc
Rows
NNe„:
oWCF. r.WusrascriE.
R.wro
SUBAQUEOUS UTILITY LINE
BATTLESHIP ROAD
PROPOSED UTILITY CROSSING
ENLARGED PLAN
STA: 22+25 - 24+62
425-02 CZ3

OTHER PAVED AREA 24 C.I. MH FIR
ITAL TO BE ELL
WCEMENT NgiiARl W'ALNB OR TEES
VAIRES FOR NJODS OR 1 /-r ASPHALT
ON PLANS ON UWA\£DJ
24,
ROADS PROVIDE 8'�
COVER OVER UO.
,-
CWAR
AND SET A LABELED
CONCRETE NCNUMERT
�1'-6'
PRE CAST ECCENMC TOP
NEAREST RO.W UMIT.
2 COURSES CF BRICK OR
SIDE— INSIDE k
OUT
P RE CAST LEVEUNC FLINGS
16-
WTM APPROVED
�I
(12' NA%IMUM)
NCN-SHRNKING GROUT
STEP
MR!T
( )
MANHOLE IN ACCORDANCE
MANHOLE COARNGS
WTH ASTM UJB
PER SPECIFICATIONS
PRE CAST BARREL SECTION
BMdfl DIA'
Za4 FOOT LENGHS
4'-0' UNLESS
OTHERNE
5' MIN. WALL THICKNESS
NOTED
FOR 4' DIA BARREL
ON ftANS
6' E%i. BABE FM IV
6' NIN. WALL THICKNESS
DR. MH: r EXT.
FOR 6 CIA. BARREL
BASE FOR 5' DIA
>fPE MIDI
Aj
MH. MONWTHICALLY
SLOPE=1'/Ff
uoµ
SIDE CAST WITH BASE
SECTION. EXTENDED
BASE NOT REO'D FOR
3j THE DIA
•ti "
MANHOLES 1 B' OEEP
OF LARGEST
.�.�
SEINER RIPE
e' MIN.
S MIN.
COMPACTED SUECRADE
6' MIN. STONE
LESS THAN .TO' MOP
PRECAST CONCRETE OFFSET MANHOLE TYPICAL
saT NOTTD BGAE
Appendix B to CAMA Major Pe=it Application 12-22-16 Page 6 of 1"_
DINER
PAVED AREA
24" C.I. MH FRAME $ COVER
24' GL FRAME k COMR
TOP TO FLUSH STREETS,
BE
IDP TOE FLUSH WTI STREETS.
R
WAIAS OR RESOENTAL AREAS
SDE T"TRAL
W CEMENT MORTAR
WAIJ(S BB RESDENTIAL AREAS
2 ASPHALT
,
VARIES NOR WOWS OR OTHER
v BASE
AREAS OUT OF PATHS OR
8' MIN.
MANHOLE COATINGS
"
TRAFFIC. TOP TO BE AS NOTED
F
PER SPEaRCATIONS
TEE - (FOR FORCE MAN USE 90•
ON PLANS. ON UNPAVED ROADS
LTROW W/ RESTRAINED JOINTS
PROVIDE W COVER OVER UD,
- 24' GROUT INSDE R
CUT TO FROME
W/ L MIN. COVER)
AND SET A LABELED CONCRETE
OUNE WTH
MAINTENANCE (NO
MCNUMENT NEAREST R.OW. UMIT.
APPROVED
MORE THAN HALF)
INFLUENT
1 COURSE OF BRIM OR
NbFSHRINMNG
=
PPE
PRE CAST LEVEUNG RINGS
GROUT
YH STEP
(8' MAMMUM)
'._
((TAR)MH
16" MNTIOE IN
STAINLESS STEEL STRAPS d
STEP
ACCORDANCE
McNo S (TO 6PACFD O
BE
IIYP)
T WIN AS1Y CATS
30' BEINEDN S1RAP5). SEE
MANHOLE COATINGS
PRE CAST BARREL
BARRE DI.WEIER
'STRAP CETML' THIS SHEET
PER SPEgFlCATCNS
SECTIONS 2,3,4
5'-0' YINNUY,
i CIA. FOOT LENGTHS
UNLESS OTHERWSE
PVC DROP PIPE TO BE SAME
4BAR UNLESS
NOTED ON PLANS
BE AS INFLUENT PIPE
OINERWE
✓
FOR INFLUENT "
TRANMTW IF NMEWARY AT
5' MIN. WALL TIICIN NOTED
FOR 6' DIAL BARRE ON PLANS
6' MIN. WALL THICRN ,
OF LARGE
Ail R�IS`,4A`Ktg60.0.�
LESS THAN W DROP
PRECAST CONCRETE FLAT TOP MANHOLE TYPICAL
sax NDTro BLAE
}A THE DA
OF LARGEST
SEWER PIPE
X
LOWER
SHOWN
AT ARGUE OF BENCH
YqE THAN 3°' CROP
so-3 DROP MANHOLE
NOT TO SCN E
28
STANDARD VENT MANHOLE
NDTTOBOME
RECE`ED
FEB 15 2017
THE BOOT AND THE PIPE MUST E ALLY
OFFSET RING AND COVER
ON THE AND OUTSIDE
14
ND CIT
MATYPE
OF THE MANHOLE YPES MORTAR
OF THE M
FINISH GRACE
n pCM_ NI
CAST IN RUBBER BOOT NTH SST. CLAYS
AA•
S' YIN •,'
24' NIN. 5' 0 MANHOLE
d WEDGE ANCHORS
'y
(TIP. ALL MH CONNECTIONS)
Yµ
MANS tr AND
CAK FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES,
•
1 COURSE OF BRIM
OR PRE CAST
IMI uo
1
IMER REWIRE A
I
SST LDGONG 1. Sl GUARDS REWIRED AT AIL MANHOLES. STAINLESS
LEVELING RINGS (12
(SFAGµCE
LARGER A MANHOLE
v NUT/WASHER STEEL SEWER WARDS REWIRE) AT MANHOLES LOCATED IN
MAXIMUM)
w
a
- TRAFR C AREAS
EXTENDED BAG,
6' Ap
a
2. WATER AND SEAR SEVICES SHALL BE PERPLNDIWIAR TO
AS SPECIFIED
R
r MR UM
MIN. O
MAIN AND TERMINATE AT MG T-CF-WAY UNE. SEWER
OUL-OE-SACS ARE REWIRED TO E
._`
VALVE
KOF AR
'CIO¢
SJ ACES IN
2' SS NIPPLE
01M W
•}
INFLUENT
PIPE
DROP PIE
I �• ssT PLATE PERPENDICULAR. OR MUST MGXATE IN END OF LINE
_ _ MANHOLE AND TERMINATE AT RIGHT-OF-WAY UNE.
2' SS BALL VALVE
TOPOF
FORGE
B' E%T. BASE FOR
YR' SST PEGGING 3. ALL SERVICES RING INTO DUCTILE IROI PAINS SHALL E
'`
W
«ROX�
2' S.S NIPPLE
MAIN
S DOl MANHOLE
NONWTHICALLY
CART NIN BASE
"�'
�RtW�
TIGNIEN NUTS 1D
HOD DROP PIPE FIRM
CWSIHUCTED DF CU55 Sr DIP, NTH RROTECTO 4O
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT FRONDED ALONG THE
r BRASS SAOIXE TAP
�, I'� SECTION. IXTEIVDED
T�
AND IN PLACE (ED
FRONTAGE O AL LOTS AND AS SIDNM FOR NEW
O
BASE NOT T
NOT OVER TIGHTEN)
DEVELOPMENTS
•'1,
-
-:
REQUIREDO
` 6- MIN. REWIRED FOR
5. NO FLEXIBLE WUPIJNGF SHA1 E
EZ
.( -' 'A PIPE DI�
B' DEEP
SHAPE INVERT
HALL.
8. ALL STAINLESS BIEFL FASTENERS SHALLE 318.
JJ1l/
COMPACTED
BQIE:
AL PARTS TO BE 316 SST. T. R-EM4CUTS SMALL E A OF 12 FEAT FROM
_
SECTION A -A
WBCRA� 8' MIN. STONE SWD CONCRETE
EVER 0
ALL PROP F 5 CORNERS WATER ROPER BOSS ARE M BE A
PROPERTY S.LOCATEDWATER
MINIMUM 6 5 FEET FROM THE PROPERTY CORNER.
SMOOTH. LONG
RADIUS BENDS
B01T0Y
STRAP DETAIL
NO JOIN FOR PIPE
FOUNDATION
30-8
Nm TosuLE STANDARD NOTES
WILL. E ALLOWED IN
NOTES
569
WALL ECTON
1. CONTRACTOR TO INSTALL VALVE AND MANHOLE AT SUFFICIENT DEPTH TO
(REOURE)CNAU PVW ARD LL Ei )
ALLOW FOR ACCESS
L FORCE MAIN TO BE OFFSET IN MANHOLE TD KEEP AREA BELOW UD CLEAR.
DROP MANHOLE FLOOR PLAN
3. REMIR TO SPEOFlCATONs FOR ADDITIONAL DETAILS
NTH SST. CLAMPS PER ALL MH CONNECTIONS.
GENERAI NOTES:
A USE CAST IN RUBBER BOOT
INCLUDING FORCE MAN. NOT T°BCAf
AIS RIAL SHALL BE PLACED IN MY STREAM. DITCH
MANHOLE FLOOR PLAN
RESPONSEE FOR LOCATNO ALL UNDERGROUND°UTUTTEDRAINAGE-WAY.
2 THEECONTRACTORCAVATED
BEFORE
ANY CONSIRUCTIW BEGINS
NDT TO SCALE
AIR/ VACUUM AND AIR
3. MTIE CONTRACTOR IS RESPNSIXE EASURES WHILE CONSTRUCFON ISINPROGRESSY SEDIMENT AND EROSION CONTROL
RELEASE COMBINATION VALVE
E THE CONTRACTOR IS RES'aNMGE FOR sTADIL¢ATW OF ALL GSTURSED AREAS
Sa6
5. CONTRACTOR IS(T) ARRANGE
ALL
NOT tt15GME
AND WTH LOCAL AND STATAN E RCWLAAITONs�S
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERS@NM; M-Xy..ptD
DCM WILMINGTON,
DEC 2 2 2916

Appendix B to CAMA Major Permit Application 12-22-16 Page 7
11
TIMBER
LANDSCAPE TIMBER I A4' OR e' X 3F BEND �e OR EASEMENT UNE
MA%14W LONG SYEEP 'C.0' SHOYN ON LID LANDSC PE TUBER TO
GI. BOX rVARIABE SLOPE MARK CONNECTION
X�4i �1A' PER FT MIN. THREADED RUG W/
a COVER 1�18' �i\\�i\\\ , 2' SQUARE NUT ON CAP- I III _
f
/T
WE DETAIL THIS SHEET
FORSEANCE CONNECTION
4-p
NINIYUN
YAX AS' lONC 8\�EETP
6' MIN.
/6 UNCISTURBED
\
EARTH - SHARE TO
e UK
AS ROPTI TD REACH
CPTIYUN DEPTH
1W LG NIPPLE
1Y
PROVIDE UNIFORII BEATING FOR YN
,.. _,;;: CF BARREL
J�'EUSOW
NATURAL
LAIFR.LL
a GLUED CAR
1 SOLVENT WEUCE
MAX SLOPE TO BEHLESS THANK :2 WHEN
18' m HIPPIE
45- EIBOW
DIA.
NECESSARY TO SECURE DECIDING IN
®
a GLUED CAP
UNDISTURBED EARTH MIN. SLOPE )V PER FT.
VARIABLE SLOPE
AS'
MAX W LONG
g•
_
IL PER R MIN.
SWEEP AS KO-D.
�B' WK
FARSIDE NATURAL
MATERIAL TO BE SAME AS THE MAIN
BEDDING AS SPECIFIED
qC
(EL
AROF AS REDS
BEOgECI AS DARNEL SIZE TO
SPECIFIED SE O CAl1ID FOR ON
H I
R.ANB, O2 AS OTIERMSE SPECIFIED
SEVER MAIN
1QM FOR PRIVATE W SERVICES. MANHOLES ARE REWIRED FOR CONNECTION TO
MEARSIOE LATERAL
SYSTEM AND AT THE PROPERTY UNE, MTH REWIRED E SEMEHT.
HQM FOR PRIVATE BA SEANCES MANHOLES ARE REWIRED FOR TE-IN TO MAIN VMTH RIGHT-OF-WAY RESTRICTIONS
SERVICE CONNECTION
MAN DEPTH LESS THAN B IFSTANDARD
^
\
STANDARD SERVICE LATERAL
s.^1 TO SANITARY SEWER
\""M/
NGrro6GALE
HOi T09CALE
\�
crum LID'C.O.'
EASING MATCH EXISTING ASPHALT
OY MIN SUPERPAVE CLEAN! SQUARE
AN
SHOWN ON HID
PAKMENT SR GI OR B IN LIRS CUT R/ TACK
YIN. 4
PEEP
GR DE
RUSH MTH MADE
J
8' NUN.
f. UK SLOPE SEE STANDARD
S' AR GAP
�
'� 1_O
1'-0' MINIMUM. SERVICE CONNECTION
/' 7j' PER FT
THREADED RUG W/ Y
12 SUED � 12'
] DOTAL
1 -6' MAgMUN J(
SQUARE NUT ON CAP
_ CUTBACK
M4' OR 6' SOH. 40
SWVENT WEIR
H' ON 6' x w BENDS
NOTES,
I. SAMPLING CHAMBER SHALL BE
f
CUTBACK
BA KFI SLOPE WALLS TO ARGUE OF VAR
LONG SYWFP IV)
APPROVED BY CFPUA PRIOR TD
MN. 8' DIA PPE
REPOSE OR SHORING AR
INSTALLATION
MIN. 8 TEE
APPROVED BY ENGINEER
IN' OR 6' SOH. 40, SOLVENT WELD
2 SAMPLING CHAMBER SHALL BE
xB xW
( 11
LEAK PROD'
ECCENTRIC ON CONCENTRIC
B EN 6'
3. SAMPLING CHAMBER TO BE
REDUONG FITTING. MATCH
H' OR 6' x K BEND MAXIMUM
E FPRIVATE WAY
PLACED OUTSMEON
gg OF SEANCE UNE
LCNC SHEEP
NT'UTS
OR EASEMENT ON PRIVATE
PROPERTY ROW �i
PLUMBING AS NECESSARY
s/��FLOW
PPE PIpE
PIPE DECIDING
6' MIN.
/j�j/ IN' 6' PIPE SUFFICIENT
-
1 LENGTH IT IL
TD PUNDIT PLACEUNDISTURBED
ECCENTRIC REDUCING FITTING. YAICN
S
1 OF RISE2 IN UNDISTURBED SqL
OF RISER
92f Of SEANCE UNE RUMBNG AS
YWF SEANCE UNE
tY
-- _ OCAT011 ROON�µ W TENT
NECESSARY. INSTALL TO MATCH INMAT
NOTES:
1. BACKFlLL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAW CLAY, GUMBOS,
DV
®
COMB. WYE
SAMPLING CHAMBER
DEBRIS ORGANICS AND LITRE TO NO EXCESSME MOISTURE
2. SELECT BACKFlLL MAY BE SUBSTITUTED OR REWIRED BY CITY ACHIEVE COMPACTION.
MATERIAL TD BE SERE AS THE MAN
SD-i3
(LE #57, ABC. CRUSHED LIMESTONE, DEAN SAND, FLUNABLE PLL, ETC),
(Cr9XX w DIP)
,pTTO SCKE
S 8-INOI OF ABC BASE MATERIAL SHALL BE USED ON CITY STREETS
4. BACKFlLL AND BAY MATERIALS SHA1 BE COMPACTED 12- MINIMUM LIFTS
S. SOL SHALL BE COMPACTED BY A MECHANIZED TAMPER (LE JUMPING JACK), HOREVER.
CRUSHED STONE SECOND, BARREL SIZE TO BE CALLED FOR ON
TAMPMETHODAl NOT WI TH MAY BE USED FOR LARGER EXCAVATORS. THE PLATE
D.
21 EACH SIDE OF LATERAL PLANS OR AS OTHENOW YEGFlED
6. ALL APPR01E➢ CASTINGS SHALL BE SHABE SET FWSH TO GRACE AND SUPPORTED IF
SUPPORT SPACING VARIES
APPLICABLE
POR M.WUFACTURER.
), ABC BASE AND SUBBASE COMPACTED TO 98% AND BAIXFlLL AND EMBEDMENT
1�SPECRE AL CASNAIL BE TAKEN DURING BACKFlLL OPE ATONS THE RISER SHALL
SAL FIND OF CASING
NGI E SPACING
APPRO£N ENGINEER
COMPACTED Al 91 AS DETERMINED BY THE YCOIPED PROCTOR AASHTO METHOD T-99.
BE PLUMB AND TRUE AT ALL TIMES, AND REST ON FIRM, STABS FOUNDATION.
PIK AFTER TESTING
& 1-FOOT CUTBACKS OF ASPHALT STALL BE PREPARED ON UNDSTRBED SOIL MINIMUM
ES ARE IRED FOR CONNECTION TO
2. FOR PRI8' SERVICES MANHOLES REWIRED
VATE
WTH BRICK BULKHEAD
POLYMER SKID
ASPHALT DENSITY IS 901C
SYSTEM AND AT THE PROPERTY UNE WTH REWIRED EASEMENT.
(FORc Rw M NVV OAREXII CONTUAC TOMUTPWA
A
REO14REMExTS AS CEAEo III RIGM#-VMvP MN FdM RwJ RARNe
MAN DEPTH GREATER THAN B FT
DEEP SERVICE LATERALQHZRZB�l
PAVEMENT REPAIR WHERE PIPE INSTALLED
nSD14
NOTTOSCALe
Nm roSOME
STAINLESS STEEL SUPPORTS
A
�/
$lER CASING PPE
PANIENT WORN AND LOCATION
X. 1:1 SLOPE IN R/W VARIES. SEE PLAN MIN. 1:1 AD
ICE EDGE OF FOR INUMDUAL LOCATOR FROM EDGE
PAWMEIT 1 1' PAVCKNT,
T MINIMUM
T WN. CNSFED STONE \
BASE
STEEL ENCASEMENT PPE Scu
EACH END
1. CEASING WILL BE INSTALLER AT UNE AND GRADE SHOWN ON INDINWAL PROFILE
FOR EACH CROSSING BORNG/JAOONG TO UNE AND GRADE IS REWIRED.
2 TRACER WRE SHALL BE CONTINUED THROUGH CASNG.
TYPICAL BORING/ JACKING DETAIL
NOT TO SCALE
PLAN
KM PPE SUPPORT TO BE PLACED TO PROVIDE PROPER SUPPORT, AUGMENT.
AND GRADE AS SPECIFIED. CONTINUOUS SUPPORTS WAY BE USED AS ALTERNATIVE
04 CREASE. OR PEIRDLEUM PRODUCT WAY NOT BE USED AS LUBRICANT.
CARRIER PPE
PWYWER SLID
STAINLLS.S STEEL AEG
SKID SPACING AND LED
SEE VARIES BY PPE SIZE
AND PER MANUFACTURER. STEEL CASING PPE
DESIGN ENGINEER ANAL
MPRODE/DEYRMNE R SHA1
STNNIEA STEEL BANG
SECTION A -A
WM ALL STAINLESS STEELL, PARTS TO BE 315 SST.
PIPE CASING SUPPORT DETAIL
xor ro6GME
B' AIR GAP
DEAN 4' MIN. SHALL BE DEEPER
WT BO% IF SITE CONDITIONS REWIRE
W/ LID FOR LEY THAN 4- DEEP
SPECIAL PRIOR APPROVAL
BY ENGINEERING IS REQb.
IIIII,II—
.�,' R:.RT�6, %.1,W PER FF MIN,
PIPE MATIERIAL� & mum CM
BQIG FOR PRIVATE B' SERVICES. MANHOLES ARE REWIRED FOR CONNECTION TO
^SYSTEM AND AT THE PROPERTY UNE, W1H REWIRED EASEMENT.
/ c^ „ \ SERVICE CONNECTION AND CLEAN -OUT
11
XOT RI SCALE
c^ .C\ TYPICAL TRE�C�L.� /E D
xOTTO SCALE E it
W
FEB 15 2017
GENFRAI NOTFR. DCM- •_"END CIT
1. NO EXCAVATED MATERIAL SULL BE RACED IN ANY STREAM. DITCH OR DRAINAGE -WAY.
* THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE
ANY CONSTRUCTION BEGINS.
3 THE CONTRACTOR 15 RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
A THE CONTRACTOR IS RESPONSIBLE FOR STABILRATION OF ALL OSTURSED AREAS
5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN AND STOCGPIIE AREAS (TO ARRANGE
AND ENSURE CINPUANCE WTH ALL LOCAL AND STATE REGULATIONS).
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSRM7:Dl_IMED
DCM WILMINGTON,
DEC 222016

ra
W.B'xB' (MIN)
SS CLA2 CCAI
TREATED PILE
SALT WATER
A
I Bf
SNAP LOCK 401 PROTECTO
CERAMIC LINED DIP SEWER
MAIN (a 54) SET ON
GRADE AS PER PLANS
PILE AND REM PLAN
YO- TO SCALE
1'0 SST. U-BOLT WITH 3'x3'A/W SST.
SO. FLAT WASHER h SST. LCVNUT
SEESECTIONA-A
THg3NEET
8.0 MIL
ES IES AND RUE DRIWNG SHALL CONFORM TO NfDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES. JMUMY 2002, SECTIONS 4,15. 450. 1052-2 h
1084-1
2 CENTERLINE OF BOLTS M BE A MINIMUM OF Y FROM OUTSIDE EDGE OF TIMBER.
BOLTS M BE A MINIMUM OF Y ERLINE OMTERUNE TO CENT
3. ALL STNNLESS STEEL MALL BE 316. STAINLESS STRAP TO BE COD FORMED.
4. FILE SHAG NOT OBSTRUCT ROW OR CAUSE EROSION OF OITCH/STNEAM BMK.
5. MIN. CLASS M DIP -ENGINEER MUST DESIGN LOADING.
G. DESIN SNAIL BE APPROVED BY CFPUA.
SEE SECTOR A -A I^L� MMHIXE
INSET THIS SHEET-\/ SNM LOK IM
/ PROTECTO CERAMIC
LINED OP SEWER MAN
(OL 54) SET OOM GRADE,
AS PER SETPLAN&\
FORCE MA
AT
FIT
SPAONO SET BY
PIPE GAPING IENGTH,
NOT M EXCEED
IV WITHOUT APPROVAL
FROM THE OPUA
K
a'xR'x8'
so-zo PILE AND BENT DETAIL
gTTO$GLE
Appendix B to CAMA Major Permit Application 12-22-16 Page 8 of 11
1'W SST. U-BOLT WIINSET
TH SSYx3'xt/B' SST. /
So. Fur WASHEIL a T. Loo-Nui /
r 2'� / STOW NOT TO SCALE \ q�p�
1/8 x4 NYLON STRAP / SEWER -
\ F
COIPLEIE AROUNDRPE l
9IU BOLTS WIUS
2'x241/B' SST. m
II II WASHER MD LOCK NUTS
FORM ORMI.E. \
2'x4'x4' (MIN)) 3000 PS;IN
CLASS PILL VOID WITH
15 CCA TREATED BEAM (M
SALT WATER CONTACT _ • STORM SEE INSET 1'
SEVER
Y1BSW' (MIN) CLASS \ \
z5 CCA TREATED PILE \
PLE AND BENT SECTION B-B SAT WATER CONTACT
AN \
NOT TO GCE DIAL OP
PILE AND BENT SECTION AA INSET
NOTTOSGWE
NOTE
1. TRACER WINE SHALL BE i10 COPPER SOLID CORE COPPER WIRE WITH GWS AND O.
RESISTANT INSULATION.
2 wRE SHALL BE STRAPPED TO ALL PVC FORCE MAN PIPING WITH DUCT TAPE AT 12 FOOT
INTERVALS AI -MG THE PIPE.
1 SECURE WIRE TO ALL TEE AND CROSS FITTINGS WITH DUCT TAPE.
A ALL SPLICES IN THE WIRE SHALL BE MADE WITH ON DBR DIRECT BURY SPLICE LOT AN
UNDERGROUND RATED. WATERTIGHT, AND APPROVED SPLICE CONNECTOR OR APPROVED
EQUAL.
so-zl TRACER WIRE DETAIL
Nor TD $GALE
U-BEET WITH 3 .rA/B'
FLAT WASHER h LOO-NUT
STAINLESS STEEL BOLTS WITH
' SST. SO WASHER AND LOCK NUTS
w (MIN) CLASS 25 CCA
ED BEAM SALT WATER CONTACT
PIPE
SANITARY
SEWER RPE
GATE VA VES REQUIRED ON
EITHER SDE OF THE
CROSSING IF TOTAL
VERTICA OFFSET FROM
EXISTING %PE __.EN
IS GRE4TER THAN 24'
`GRAN STORM SWIM.
{ „
16
EXISTING PIPE AUGNMENT IS
GREATER THAN 24-
NQM USE D.I.P. (O50 OR BETTER)
\ FORCE MAIN DITCH
�."1 AND STORM DRAIN CROSSING
NOTM$CALE
w
F%1 NOTc. NO JGNTS ON STORM WAR,
PIPES ARE ALLOWED BETWEEN PIERS
UNLESS JUNTS ME BELL AND
WIWI COLLAR WITH FABRIC WRAP.
STOW
SEWER
Om
',H� 57 STONE
004 BETE FUOTNG/PIER
(OR GONG BLOCK FILLED,
wIN COMIC.)
$ANITMY SEWER
57 STONE SEEDING
AS NMMUD M
STABUM FOUNDATION
S' MIN.. B' MIN. FROM
EDGE OF PIPE
BEDDING ttwiR VNDEN eTDRM GRf INS
E M • A SEPARATION OF LESS THAN 12-BETWEEN STORM GRAN
FOUNDARCN AND GRAMTY SEWER, STOW GRAN MUST BE BRIDGED.
• A SEPARATION OF 12-TO LESS THAN 24'BETWEEN STORM
MAN AND GRANT! SEWER GRAMTY SEWER CAN BE DIP OR
STORM DRAIN CAN BE BRIDGED. (PER DWR REGULATIONS)
• A SEPARATION OF 2e OR GREATER BETWEEN STORM MAIN
AND GRAMTY SEWER REWIRES NO BRIDGING OR OP.
STRUCTURAL BRIDGING DETAIL FOR STORMWATER OVER GRAVITY
SEWER INSTALLATIONS WITH LESS THAN 12" SEPARATION
RECEIVED
FEB 15 2017
DCM- NAND CITY
OFNERAI NOTES
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN MY STREAM. DITCH OR DRAINAGE -WAY.
1 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTIUTES BEFORE
MY CONSIIWCTON BEGINS.
1 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTM IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN AND STOCKPILE AREAS (TO ARRANGE
AND ENSURE COMPUANCE WITH ALL LOCAL AND STATE REGULATORS).
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04
ciVED
DCM WILMINGTON,
DEC 2 2 7nts

I
Appendix B to CAMA Major Permit Application 1.2-22-16 Page 9 of 11
NOTES.
'4' WE1£R
1. NO .AUNT SHALL BE IHSTALIEO BETWEEN THE PAIN SEIMCE TAP AND
ETER
TIE METER STOP. ALL SERVICES SHALL BE INSTALLIDPERPENDICULAR TO MAIN.
SERVICE SADDLES CN PVT.' MAINE SHALL BE MDE BAND BRASS BODY:
R gNQ(CARSCN
SINGLE METER BOX
1015-12 SACK
k&R
SAOCIE McDONALD 3801ONECUIVALENT.
CCAPORATON STOP NCGUNAID F ��.EMETER
SERMOD STOP MODEL T4T019-22 DRTEM.F
BOX MTI 2/6 YWI
1 METER BOXES SUSCEPTIBLE TO TRAFFIC SHALL CONFORM TO ASTM
EQUIVALENT STAINLESS
Cr CAST IRON READER
AC8. CLASS 306 AND AASHTO H2O LOAD RATING STANDARDS (SIP
Di
STIFFENERS McOONA(D NODEL 6133T.
133T.MODEL
4242. OR APPROVED EWNALENT).
SERMCE Ault < STOP
SHNL BE McOO AID MODEL
1]c SICP
SERAGE RAGE A=� PLAN VIEW
48 T42B22 -, OR APPROWD EQUIVALENT.
SHALL BE MWORALD MODEL T46428-22, ON
WITH STAINLESS STEEL STIFFENERS
APPROVED EQUIVALENT, MT1 STAINLESS STEEL
MmaIND MODEL 61337.
S
METRO
RRAM
5 MIN.
(IMP.)
METRO
. •,�-•,•�•�9 METER SEX (SEE ABOVE)
36' MIN.
_ �1' SERVICE UNE, BY CUSTOMER
r SERVICE LNE, BORED
30
}• EREARN FILL ALL AROUND UNE
1- SERVICE UNE CM -PE TUBNG,
LONG SIDE SERVICE WATER MAIN
SUR 9 ASTM D2737 (TYP.)
IXRPOUTION STOP MCDONND SERVICE STOP
TAPPING VrLLK. PER SPEOFlGTWS
MOC6 74MB-M OR EQUIVALENT MTH STAINLESS
BEDDING, AS SPECIFIED
STEEL STIFFENERS MWMALD MODEL 6133T.
SECTION VIEW SHORT SIDE SERVICE
TYPIC TALAL WATER SERVICE CONNECTION FOR RESIDENTIAL SNGLE
FAMILY HOME W OPUA WATER SYSTEM
SINGLE SERVICE CONNECTION
Wa18
NOT ro SCALE
1- X 3/4- BRASS
REDUCER BUSH
1' BRASS CAFE VALVE
1' PVC MAE ADAPTER
(2) PVC 90' BENDS
5/e'x3/4' MISTERJ
SECT
PRIVATE BACK FLOW
MREVENTER (PLACEMENT MAY
VARY; MUST BE DOWNSTREAM
O SUBTRACT METER NOT
NECESSARILY IN EASEMENT
OR R-O-W)+
MIN 3' CLEARANCE
FROM ANY FIXTURE
TO ANY SIDE OF BOX
SUBTRACT METER AWNSLY-_---
SEE SECTION A -A
1' aRASS WlE V
1' PVC
EXISTING 3/4' ON 1• SPUT
DOMESTIC SERMGE CONNECTION
AND PRIMARY MEIFR A59EMBLY-
DONNE METER BOX CAREER! 1220-12
BLACK METER BOX WTI 2/6 MINI F LIT
CAST IRON READER
-(2) SHORT SPUDS 2
PVC 9w BONDS
BREAK RING
R�
COMPACTED
�+in
7
STONE ALL
ml:I i!�
i
w{
..
NOTES-
1. BEYOND THE PRIMARY DOMESTIC METER ASSEMBLY, CFPUA IS ONLY RESPONSIBLE FOR
METER AND WASHERS OF SUBTRACT METED ASSEMBLY.
2 ALL PIPE AND RTTNGS UP TO FINAL SERVICE UNE TU BE 1' EKCWDNG METERS.
PLAN NEW
0AULTP(£ DOMESTIC SERM= PER TAP)
DOUBLE SERVICE CONNECTION
vuo a USING SUBTRACT METER
NOT TO SCALE
24'T24'as' TRICK
CONCRETE COLLM
VALVE BOX W/UD.
LID MARKED 'WATER'
S. Y.a CATE VALVE
(OPEN LEFT)
SEE NOTE 3
IN PIK
.� FIELD APPLIED MINT RESIRAINT-----�
NOTES: (SEE NOTE 1)
1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION SINE FOR DI PIPE AS MANUFACTURED
BY EBAA IRON. SOMA STAR PIPE PRODUCTS OR APPROWD EQUAL.
2. WEN HYDRANT l£45 REWIRE FULL LENGTH PIPE SECTIONS. OVER BELL RESTRAINT SYSTEM
SHALL HAVE 316 STAINLESS S1E£L HARNESS AND FASTENERS
1 CONTINUOUS 315 STAINLESS STEEL ROES (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH COR-BLUE NJ T-BOLT .0 GASKET KIM, AS AN ALTERNATIVE
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH UMITS
5. WEEP HOES OPEN AND UNBLOCKED TO DRAIN.
(.^ FIRE HYDRANT ASSEMBLY
IpTTO SCALE
1. SEWER WARDS REWIRED AT ALL MANHDFS. STAINLESS
STEEL SEINER WARDS REWIRED AT MANHOES LOCATED IN
TRAFFIC AREAS
2 WATER AND SEWER SERVICES SHALL BE PERPENDIWVR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY UNE SEWER
SERVICES IN CUL-DE-SACS ARE REWIRED TO BE
PERPENDIWLVR. OR MUST ORIONATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY UNE
3. ALL SERVICES TYING INTO DUCTILE IRON PAINS SHALL BE
CONSTRUCTED OF CLASS 50. DIP. WTH PROTECTO 4O
CERAMIC EPDXY UNING.
4, MINIMUM 10. UTUTES EASEMENT PROMDED ALONG THE
FRONTAGE OF AL LOTS AND AS SHOWN FOR NEW
CO FLEXIBLE C
S. NO STAINLESS
S STEEL FASTENERS SHALL BE USED.
8. ALL STAINLESS LL SE LOCATDSHALL BE F 6.
). USANCUTS PROPS SHALL BE LOCATED A METER
MINIMUM ED 12 FEET TO FROM
ALL PROPERTY 5 CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
STANDARD NOTES
(REOUHED ON ALL PVNAND PROFILE SHEETS)
METER VAULT SECTION AA
G1E'*UE N/ H. 5lquxw 8,UiXET �
WIFLT. 1M 6 i
(sE sGE¢I `sNsus OUE " METER A IR W/ SEmumI
AS NInSmEY
IF A w MnuKm Is 1 /Pnnelc Nm cFrvA seEa sa As IWpNEv ar Exaxun.
X. IT Wsr E I / [PS AN COJFUN4
INSTMLEM TRCE 1HE .- AN �WINEFR D. Mgr g TN6
METER vwLr� THE DMA mnnc
a FR AS 11 SrIHE4
L _ _ RODE %M L5� M W� MA 6
_ NPSIXN CPFWN6 u16T MFM .YI
CIS.. s
(1) W 5! MEET XZO LO1LM4 REGMSD
91PA4 ff(N TE LN ' IF N 1PIFFlC AREA
IMAIP L!'N]tS1
METER VAULT PLAN
FOR WATER METERS LARGER THAN 2'
Vvo-T WATER METER VAULT
MOTTO GCFIF
I 12' IN.
FROMu
MANY WALL
OIESTORwOF FLOW
•
2- MIX.
80 YA%
DRAIN TO OAYLMONT
NDII: MUST BE MIN. 36' AWAY FROM ANY ELECTRICAL PANEL
INDOOR HOPoZCMYTAL INSTALLATKSN
STANDARD
ENCLOSURE
Ir MIN.
80' MAX
NW E
1. MUST BE YIN. 36' AWAY FROM ANY ELECTRICAL PANEL
2 VALVE REWIRED DONNSTREAM OF BACKFLOW ASSEMBLY.
M VIINTCAL INSTALLATION SHALL BE DESIGNED AND
SUBMITTED TO CFPUA ESMD FOR APPROVAL
OUTDOOR HORIZONTAL INSTALLATION
REDUCED PRESSURE PRINCIPLE ASSEMBLY
WD-12 NOT To scALE
LARGE CAST IROM METER BOX
MIN. 26-3/4- X 16-3/4'
2' POLY LNE
SCR 9 ASIM D2737
IZ
9(AIA 461-5 VALVE BO%
HE MIN._E5
UD MARKED WATER
6' MN. 'kh
EXISTING
r MAX
Y GALE VALVE; OPEN LEFIF
WITH 2' SQUARE NUT NUT
AFC 250255 OR EQUIVALENT
2' SADDLE (SEE NOTES 1 h2) MAX'
1 1/2' OR AL ME1ER
BY-PASS VALVE
WATER MAIN— - - I
IAPOF IF PETER S
\ OR EOUIVMENT
p.,¢\ \ )
QU'"11JT \\` \� NIP COMPRESSION
f20)RD •CBECfl EQUIVALENT
2' NIPPLE;
BEDDING As EPECIFlED MAW ON SS
NO ES
L ALL sERMCES SMALL BE HSTALIED PERPENDICULAR TO MAN.
2 SERVICE SADDLES ON PVC MANS SHALL BE BE WOE BAND MAW BOUT. MtDONMD MKO. FORD
M(DOUBLE STtAP) OR EQUIVALENT.
3. PETER BOXES SUSCFPTIBS TO TRAFFIC SHALL CONFORM TO ASIM ALB. MSS 308 AND AASHTO
H2O LOAD RATING STANDARDS (ODCASILE PRECAST MODEL 81730 ON APPROWD EQUIVALENT).
4. METER BOXES SUSCEPTIBLE TO INOOIITAL. NON-DEUBERATE TRAFTIC SHALL CONFORM TO
ANS/SCTE n RER is LOAD RATING STANDARDS (SYNFRTFLH MODR WO rJ l0 Oi APT'ROVTD
EQUIVALENT).
5, NON-TRATTIC METER BOXES SHALL BE BONA MBMW OR APPROWD EQUIVALENT.
6. 3' CLEAN FlLL REWIRED ALL AROUND Y POLY SERVICE UNE
FOR 1-1/2' OR 2' WATER SERVICES
LARGE METER
W0.TT !OTT GE
STANDARD
ENCLOSURE
�3dREDPON OF FLOW
RIM
1.1. MUST SE MIN. 36' AWAY FROM MY ELECTRICAL PNEL.
2. VALVE REWIRED DOWNSTREAM BE BACKROW AND
SLSLY.
}. VERTICAL ND FOR
STALL BE DESIGNED AND SUBWTRD TO
CFPUA E910 FON APPROVAL
INDOORINSTALLATIDN FEE
DOUBLE CHECK VALVE ASSEMBLY
noTroacAHE
GENERA NOTES, „p C M -
1. NO EXCAVATED MATERIAL STALL BE PLACED IN MY STREAM. DITCH OR DRAINAGE-
2 THE CONTRACTOR Is RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE ANY
CONSTRUCTION BECINS
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES MILE CONSTRUCTION IS IN PROGRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABIUZATON OF ALL DISTURBED AREAS.
S THE CONTRACTOR IS RESPONSIBLE FOR LAY DON! AND STDIXRIE AREAS (TO ARRANGE
AND ENSURE COYPUANCE WTH ALL LOCAL AND STATE REGULATIONS).
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSIpYS- AO.JA4.ED
DCM WILMINGTON,
CFPUA WATER DISTRIBUTION SYSTEM A—
J WA
CFI
STANDARD DETAILS I G
CAPE F�AR PUBNC UnE1TNTY
_ 236GOVERNMENT EM ORW
NIL-IGTON.NO —0 .11.E: 1010193]'6`AO
;IVED
12017
iD C11

SUPPORT SPADING VARIES
PER MANUFACTURER
CESIGN ENGINEER SHALL
SEAL ENO O GSXG APPROVE/bETEAMINE SPACING.
PIPE AFTER lESRNO
WTI BRICK BULKHEAD- ER SM0
STAINLESS STEEL
CASNG PIPE
PLAN
SM PIPE SUPPORT TO BE PLACED TO PNONDE PROFER SUPPORT, ALIGNMENT,
AND MADE AS SPECIFIED. CONTINUOUS SJPFC RlS MAY BE USED AS ALTERNATIVE
C1. CREASE OR PETROLEUM PRODUCT MAY NOT BE USED AS LUBRICANT.
CARRIER PIPE
PONMER saD
siaxLESS STEEL LEG
SKID SPACING AND LEG
SIZE VARIES BY PIPE SUM
AND PER MANUFACTURER STEEL CASNG PIPE
DESIGN ENONEER SHALL
APPROVE/DETE1WINE SPACING
STAINLESS STEEL Ba10
SEC71ON A -A
tQM ALL STANLESS STEEL PARTS TO BE 316 SST.
wD is PIPE CASING SUPPORT DETAIL
IqT TO Sf.NE
3' MIN. `ONUUsNED SHONE
STEEL ENCASEMENT
PAN ENT•
V MINIMUM
EACH END
1. CABINS SNG GULL BE LNG. BORN AT LANE AND CODE AND
CRUDE
ON INDIWWAL PRCFlLE
FOR EACH CROSSING. BORING/JACKING O LANE AND GRADE IS REWIRED.
z TRACER CURE SNAIL BE CWnwum RIRWOI CASINO.
TYPICAL BORING/ JACKING DETAIL
••� fgTTOSCAE
FUSS: PRESSURE CUASS 350 OP, UNUSS sKaRED OTHES"m
2 MINIMUM DEPTH REQUIRED, UNLESS SPECIFIED OTHERWISE BY CFPU/A
P. IN DOT R/N, 36' MIN. TYPICAL, OR 24" MIN. MEN CROSSING A
DITCH UNE
e. ALL OTHER LOCATIONS. 30" MIN.
c WHEN STOM DRAIN INVERT IS BURIED AT OR BELOW ABOVE
DEPTHS, 18" MIN. CLEARANCE IS REWIRED.
WATER MAIN DITCH
AND STORM DRAIN CROSSING
NOTTOSCALE
PAVED AREA UNPAVED AREA
UD RUSH W/ FINISHED GRADE /-PRE CAST CONCRETE C04AR
VEMENi REPRi AS PER —FINISH GRADE TO REVEAL
MIN.
WD.3 VALVE DETAIL
H3T 1LVnE
LLW BOX W/UD.
l MARKED "WATER"
DATE VALVE
OLx B to CANA Ma
ANCHOR BIRAPS t
fffinXGGROUN.
45'VERTICAL SENDS PLAN BENDS
L
1R" MIN
10" h SMALLED PIPE
SECTION.
BENDS 6 TEES
.Ti
16.MIN.-
C(50) L
PLAN 6 ELEVATION PLUGS
0
�m�mmY�e
0
0
0
0 0
0
0—
d
d
d
d
d
E)i
d
�m
Q'7♦Q'7i
�m
mm
��
IMi
QA6a
QiiQii
NEW"
I&ImmmW
NOTES'
1. BASED ON 160 PS TEST PRESSURE AND 2000 PER XtlL BEARING CAPACITY.
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3, USE ME -A-LUG (PREFERRED) IN Um OF BLOCKING AND ROMING.
THRUST BLOCK DETAIL
I'MOSCALE
_ I
1
.
♦1'6/OH\ of/\/O�� /s�`r�s^�.'C\
\ Y\yafu,��� a'
9
4
g A
WALLS TO ANGLE OF
REDOING
1.BBAQ(FlLL MALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY. GUMBOS,
MISIRM ORGANICS AND UTTIE TO NO EXCESSIVE MOISTURE
2 SELECT BACKFlLL MAY BE SUBSTITUTED OR REWIRED BY CITY TO ACHIEVE COMPACTION,
(LE. /57, ABC CRUSHED UMESIONE CLEAN SAND, ROWABLE Fll1 ETC).
3 B-INCH OF ABC BASE MAIT]MA1 SHALL BE USED ON CITY STREETS
4. BACI AND BASE MATERIALS SHALL BE COMPACTED 12' MINIMUM UFTS
S SOIL SHALL BE COMPACTED BY A MECHANIZED TAMPER (I.E LUMPING JACKI, HOMEMR,
N9UTCRY ROLLERS > 1a' WmH MAY BE USED FOR LM[£R EXCAVATWSS THE PLATE
TAMP METHOD SHALL NOT BE USED.
6. ALL APPROVED CASTINGS SHALL BE SET RUSH TO GRADE AND SUPPORTED IF
APPlICA9IE
7. ABC BASE AND SUBBASE COMPACTED TO 9" AND SACKFUL AND EMBEDMENT
COMPACTED TO BUT AS OETERMINm BY THE IM'OIMED PROGTCR MSHTO METHOD T-99.
6. 1-FOOT CUTBACKS OF ASPHALT SHALL BE PREPARED ON UNDISTURBED SOIL MINIMUM
ASPHALT DENSTY 15 SDS
nEWI IRQR ATOEiR.EOB.Y DOFN.1 ONTNACTQR. P.M�o�PEG/R51
PAVEMENT REPAIR WHERE PIPE INSTALLED
NOT TO SGKE
CAP W/2" TAP
TRACER WRE SHALL PENETRATE
EXISTING (RADU
3/4" STAINLESS THE RODS
NUTS, : WASHERS
REINFORCED
O)NCRETE
VALUE BOX APPROXIMATELY 6 BELOW
GDILAR
GRACE WTH MIN. 2' EXTRA L91GM
-
COLID IN THE VALVE BOX
VALVE W%
VALVE BOX W/UD.
PUVN NEW UD MARKED -WATER"
TRACER WRE
LOCATOR BOX
(I.aw. MAX
"SON 40 THREADED PLUG REINFORCED CONCRETE
INTERVAL) GTE VALVE
VAWA1D,
COLLAR (TYP")
UO MWATERY
2"NIPPLE
Y
DUCTIE IRON TEE FITTING.
ATTACH TRACER WRE USING
C" TM
2" SON 40 FEMALE ADAPTER
DUCT TAPE (TYP)Y
NEGALUGS MENNEEDED)
SON 40 PVC
3/4" STAINLEOM.
Y SOE 40 FEMME ADAPTER
4WA��
WATER MAIN PIPE
WATER MAN PIPE
NUTS,HERSTRACER
WRE
IFDUCTILE
IRON CROSS
- 2" BRA55 9W ELL
FITTING(ATTACH TRACER
SS NIPPLE
CONCRETE 8L0CE
MIRE USING DUCT TAPE)
VALVE WITH
2' BRASS NRN£
ATTACH TRACER WIE TO
FITTING USRG DUCT TAPE
ATING NUT
PROFILE
2" BLOW —OFF
1 NOTE
WRE SHALL BE #10 COPPER MUD CORE COPPER WRE WTH GAS AND CE XOT T09GLE
RESISTANT INSULATION.
2. WRE SHALL BE STRAPPED TO A.I. PVC WATER MAIN PIPING M H DUCT TAFE AT 12 FOOT
INTERVALS ALONG THE PIPE
3. SECURE WRE TO ALL TEE AND CROSS FITTINGS WTH DUCT TIME.
4. ALL SPUCES IN THE WRE SHALL BE MADE WTH 3M MR DIRECT WRY SPLICE NIT AN
UNDERGROUND RATED. WATERTIGHT. AND APPROVED SPLICE CONNECTOR ON APPROVED
EQUAL
TRACER WIRE DETAIL
YYD-17 NoiroscALE
itil1•
(ROUND UNE
COPPER
VALVE BOX W/ UD.
STANDPIPE
UD MARKED YIATFIY
3'
TYPCAL SERVICE CONNECTOR
(SEE DETAL SHEET WSD-1)
1" BRASS 90' ELL
1' PIPE
1" CURB STOP
WEIER P-152098
E
OR WNMENT
SAMPLING
STATION
WDB NOTTO SCFIF
N/D3
TYPICAL TRENCH DETAIL
XOT TO SCAIF
STIFFENERS MCOONALD
MOM- 5l33T.
MNONALD MODEL MUW 1 XS/4"XT.5"
U-BRANCH W/ STANUSS STEEL
STIFFENERS MPDONALD MODEL 6133T
JS TO
REPOSE
R AS
BY
5/6 v3/4" METERS
—DOMESTIC SERWCE
—IRRIGATION SERVICE
NECESSARILY IN
EASEMENT OR R-O-W)
METER SETTING MEASURES
APPRO%IMATRY ID-1/4" WTH 2
SH WAERS AND THE CWPING
PLAN VIEW
DINE DOMESTIC SERWCE PER TAP
DOUSBE SERVICE CO�G\VE
FEB 15 2017
GENERA NOTES
1. NO EXCAVATED MATDtlALL SHALL BE PLACID IN ANY STREAM, DITCH OR DRAINACE-WAY_ 1 . D
2 THE CONTRACTOR IS RESPONSIBLE FOR LOGAnNG ALL UNDERORW�U T�S�-FO1[`L1M�'V�E.
CONSTRUCTION BEGINS 1CjON
3 THE CONTRACTOR IS RESPONSBLE FOR TEMPORARY SEDIMENT AN ) IRON
MEASURES WHILE CONSTRUCTION IS IN PRWRESS.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABIUZAION OF ALL DISTURBED AREAS.
S THE CONTRACTOR IS RESPONSIBLE FOR LAY DOM AND STOCKPILE AREAS (TO ARRANGE
AND ENSURE COJPUANCE WTH Al LOCAL AND STATE REGULATIONS).
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 -1.04
RECEIVED
DCM WILMINGTON,
CFPUA WATER DISTRIBUTION SYSTEM
J rz-f:
STANDARD DETAILS
CAPE FEAR w6UC UTILm AUmGNT'
SHEETII22MGMEIMMENTCENTERORT
E
SIE D-
OFFM010)T