20190045 Ver 1_CAMA Application_20190108

NORTH CAROLINA
Environmental Qualitv
January 8, 2019
MEMORANDUM:
FROM: Courtney Spears, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Fax: [phone] (Courier 04-16-33)
courtney.spears(a)ncdenr.gov
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Town of Carolina Beach
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division ofCoastal
Management
Project Location: Delaware Ave. right-of-way, adjacent to the CB Yacht Basin, New Hanover County
Proposed Project: installation of a new Force Main Stormwater Outfall system, lift station, discharge
piping and rip rap
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by February 1, 2019. If you
have any questions regarding the proposed project, contact Tara MacPherson 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.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Town of Carolina Beach North Stormwater Updates (Delaware Ave.)
2. LOCATION OF PROJECT SITE: Delaware Ave Right of Way, adjacent to Carolina Beach Yacht Basin,
in Carolina Beach, New Hanover County.
Photo Index- 2006: 21-7379, S,T-24
Latitude: 34003'12.59"N Longitude: 77053'12.42"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit— 11/8/18
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received 12/4/18, Complete —1/2/2019
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan —Town of Carolina Beach
Land Classification From LUP — Residential - 2
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Municipal
(E) Wastewater Treatment: Existing — Municipal
Planned - N/A
(F) Type of Structures: Existing — Gravity stormwater outflow pipe and chamber system
Planned — Force Main Stormwater Outfall System
Source - N/A
(G) Estimated Annual Rate of Erosion: N/A Source—N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Coastal Wetlands
330 sq. ft.
330 sq. ft.
B Open water
686 s . ft.
738 sq. ft
(C) Other (Highground)
(grading/disturbance/rip rap)
7,689 sq. ft.
(D) Total Area Disturbed 8,757 sq. ft. (0.2 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to Install a new Force Main Stormwater Outfall System
with lift station and HDPE discharge pressure piping with rip rap extending into the Carolina beach
Yacht Basin.

Town of Carolina Beach North Stormwater Updates (Delaware Ave.)
Page 2
9. PROJECT DESCRIPTION:
The current project site is located at the Delaware Avenue Street End, adjacent to the Carolina Beach
Yacht Basin, in Carolina Beach, New Hanover County. To locate the project site from the WiRO take
US -132 S/ S. College Rd. for approximately 7 miles. Continue on US -421 S/Carolina beach Rd for an
additional 7 miles to the Snows Cut Bridge that leads into Carolina Beach. Turn left onto Carl Winner
Drive in approximately 1 mile and turn left onto Canal Drive at the stoplight. Travel 1.3 miles on Canal
Drive and turn left onto Florida Avenue. Delaware Avenue and the project site will be located on the
left-hand side of the road at the first intersection.
The property is a Town owned Right of Way which is located at the street end of Delaware Avenue and
extends into the Carolina Beach Yacht Basin (see Narrative for historical stormwater information). The
basin is approximately 591 ft. wide in this area. The high ground portion of the property is developed
into a gravel parking lot with a relic gravity fed stormwater system. The shoreline is not stabilized, but a
mound of material has been pushed up at the end of the roadway adjacent to Coastal Wetlands.
Upland vegetation consists of sparse lawn grass. The property is approximately .24 acres in size and
has an average elevation of approximately 1 ft. above mean sea level. The entire project site has
approximately 44 linear feet of shoreline frontage. The high ground area transitions to Coastal
Wetlands consisting mainly of Salt Marsh Cordgrass (Spartina alterniflora), Salt Grass (Distichlis
spicata) and Salt Meadow Grass (Spartina patens). This portion of Carolina Beach is mostly residential.
The USACE Federal Channel extends throughout the Yacht Basin. Both adjacent residential properties
have private docking facilities.
According to the application, there is an existing 24 ft. gravity fed stormwater pipe and a relic chamber
system on the high ground at the Delaware Avenue outfall, but the location of the chamber system and
discharge pipe is unknown. No DCM permit history was found for stormwater projects in the Town of
Carolina Beach.
The Town of Carolina Beach Land Use Plan classifies the adjacent waters and high ground area as
Residential 2 and the water portions as Conservation. There are no known archaeological sites located
in the project vicinity. The waters of the Yacht Basin are classified SB by the Division of Water
Resources. They are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries and they are CLOSED to the harvest of shellfish.
10. PROPOSED PROJECT:
The applicant proposes to install a new Force Main Stormwater Outfall System with lift station and
HDPE discharge pressure piping, including rip rap, extending into the Carolina beach Yacht Basin. The
proposed project is part of a larger stormwater update project that also includes Florida, Georgia,
Maryland and Virginia Avenues. State Stormwater permit No. SWG040105 (attached) was issued to
Carolina Beach for North End Water and Sewer Improvements on July 27, 2018 and includes the
Delaware Avenue Outfall. The proposed stormwater updates include construction of a force main pump
house and installation of two outfall pipes that extend through coastal wetlands to the Carolina Beach
Yacht Basin.
According to the applicant the force main outfall system will consist of a storm water 5000 gpm duplex
lift station, two parallel HDPE discharge pressure pipes, rip rap for stabilization and two terminal pilings
at the water ward ends of the discharge pipes. The application states that installation of the pipes will
result in excavation of 330 sq. ft. of coastal wetlands (Spartina alterniflora), with 210 sq. ft. of impact
above Normal High Water (NHW) and 120 sq. ft. of impact below NHW. An additional 686 sq. ft of
open water will also be excavated. All of these areas will be subsequently filled with the excavated
material once the pipes are installed and subsequently filled with rip rap that will ultimately incorporate
the entire impacted area plus an additional 52 sq. ft. Rip Rap placement in this area will measure
approximately 61 ft. in length by 13 ft. in width for a total of 811 sq ft extending 33 ft. below NHW. The
amount of rip rap to be placed below NHW is 448 sq. ft. including 120 sq. ft. of Coastal Wetland Impact.

Town of Carolina Beach North Stormwater Updates (Delaware Ave.)
Page 3
The amount of rip rap to be placed above NHW is approximately 363 sq. ft. with 210 sq. ft. of that within
the impacted coastal wetland area.
The discharge pipes, (14" and 16") would extend 73 ft. below NHW into the Yacht Basin running
perpendicular to the shoreline and will be buried to a maximum of 6 ft (see Sheet 1). The stormwater
discharge area is described as at least -2.5 ft. below Normal Low Water (NLW). Two pilings would be
installed at the terminal end of the piping system for stabilization and for submerged pipeline sign
placement 3 ft. above NHW. According to the application water depths at the waterward end of the
discharge pipes is -6.5 ft. at NLW. The adjacent docking facilities are 17.5 ft. and 20.5 ft. from the
proposed discharge pipes. The structures, as proposed, would not encroach into either 15 ft. adjacent
riparian setback.
Proposed upland development consists of a 2,298 sq. ft. forcemain pumphouse, 2, 282 sq. ft. of asphalt
(in an area measuring 163 ft. long by 14 ft. wide) installation of the discharge pipes, rip rap and grading
for a total of 7,689 sq. ft. of disturbance, a portion of which falls into the 75 ft. AEC. A wet well would
also be installed outside of the 75 ft. AEC on the property. The discharge pipes extend a total of 163
linear ft. from the wet well to open water. The application states that the total impervious surface within
the 75 ft. Coastal Shoreline AEC would be 13.5%.
11. ANTICIPATED IMPACTS:
High ground disturbance would impact approximately 7,689 sq. ft. of area adjacent to the Yacht Basin.
The proposed excavation and subsequent filling would impact approximately 330 sq. ft. of Coastal
Wetlands and 686 sq. ft. of open water within the applicant's area of riparian access and within % of the
width of the waterbody. The proposed discharge pipes would not encroach into either 15 ft. adjacent
riparian setback. Increases in turbidity should be expected during construction and a turbidity curtain
may need to be utilized during construction.
Submitted by: Tara MacPherson Date: 1/7/19 Office: Wilmington

October 18, 2018
To: NCDEQ - DCM - Wilmington Office
Tara MacPherson
127 Cardinal Drive Extension
Wilmington, NC 28405
From: David Moose
SEPI Engineering & Construction, Inc.
5030 New Centre Drive, Suite B
Wilmington, NC 28403
Re: Town of Carolina Beach North Storm Water Delaware Ave.
CAMA Major
Carolina Beach, New Hanover County, NC.
Introduction
The Town of Carolina Beach is in the process of updating their storm water system
in the northern part of Carolina Beach. The streets to be affected are Delaware,
Florida, Georgia, Maryland and Virginia Avenues, A CAMA major is requested to
replace the current gravity feed out fall system on Delaware Avenue with a duel
pipe force main system.
Existing Conditions
The site is a 10,398 square feet right of way that belongs to the Town of Carolina
Beach. There is 4,920 sq. ft. of impervious surface, 0.196 acres of coastal wetlands
and 0.0485 acres of non -wetland waters. The right away is used by the adjacent
owners to exit the property.
Currently and existing 24' gravity feed storm water pipe is located at Delaware Ave.
The pipe connects into an unknown chamber system before discharging into the
Carolina Beach Yacht Basin. The discharge pipe has not been located and has likely
been buried under the sediment over the years.
A wetland delineation was conducted on 1/18/17. A signed PJD was issued on
8/16/18 by the USACE (See Attached). Coastal wetland line was verified by CAMA
on 11/8/18. On July 27, 2018 Stormwater Permit COC No. SWG040105 was issued.
91II.7TS7fnR .
A force main storm water out fall system is being installed to facilitate the drainage
of the new storm water system that is being implemented along the Delaware,
Florida, Georgia, Maryland and Virginia Avenues. Converting from a gravity feed
system to a force main will provide more adequate removal of the storm water in the
area.
Pr000sed Im Drovement
The project requires the construction of a storm water 5000gpm duplex lift station
(adjacent to the SSLS and utilizing the common structure and electrical components)
with parallel dedicated fused HDPE discharge pressure piping discharging into the
yacht basin in the town right of way at Delaware Avenue.
RECEIVED
JAN 0 3 2019
DCM WILMINGTON, NC

Two discharge pipes (one 16" and one 14") will be buried below ground and extend
163 feet from the wet well out to open water. The pipes will discharge 2.5 feet below
mean low water and approximately 73' feet water ward of normal high water. At the
end of the pipe pilings will be installed to hold the pipe in place and signage installed
accordingly to notify others that there is a submerged pipe. The end of the pipe will
also be fitted with directional flow valve to prevent back flow during high tide events.
The pipe will be covered with existing sediment and 820 sqft of rip rap for slope
protection.
A total of 330 sqft of coastal wetlands will be excavated and 252 sqft filled with the
excavated relic material and the two outfall pipes. A total of 330 sqft of riprap will be
placed over the 252 sqft of fill for slope stabilization. All excess material will be used
for grading on site. No additional off site fill will be used.
We appreciate the opportunity to work with you. Please do hesitate to contact us if
you have any questions regarding this request. Thank you.
David Moose
Environmental Specialist
SEPI Engineering and Construction, Inc.
5030 New Centre Drive, Suite B
Wilmington, NC 28403
919-223-0905
RECEIVED
JAN 0 3 2019
I)CM WILMINGTON, NC

Dom MP4
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Town Of Carolina Beach
Town of Carolina Beach North Stormwater
Applicant 1: First Name
MI
Last Name
Ed
Parvin
Applicant 2: First Name
MI
Last Name
Last Name
E
David
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1121 N Lake Park Blvd
Carolina Beach
NC
ZIP
Country
Phone No.
FAX No.
28428
USA
910-458-2999 ext.
910-458-2997
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Sepi Engineering & Construction, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
David
Moose
Agent/ Contractor 2: First Name
MI
Last Name
Greg
Thompson
Mailing Address
PO Box
City
5030 New Centre Drive, Suite B
Wilmington
7NC
ZIP
Phone No. t
Phone No. 2
28403
910 - 550 - 3252 ext.
ext.
FAX No.
Contractor #
910 523 5716
Street Address (if different from above)
Gity
State
ZIP
Email
<Form continues on back>
KtL:tivtu
DCM WILMINGTON, NC
DEC 0 4 2018
252-808-2808 :: 1-888-4RCOAST .: www.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
Delaware Avenue
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e. Vegetation on tract
Carolina Beach
NC
28428 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I ,
a. In which NC Over basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Atlantic Intercoastal wasterway
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ❑Manmade ®Unknown
Myrtle Grove Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was []No
work falls within.
Town of Carolina Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
44
10,398
c. Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list)
1' ®NHW or ❑NWL
e. Vegetation on tract
Grass on southwest of tract at the end of Delaware Ave. before transitioning to coastal wetlands.
f. Man-made features and uses now on tract
4920 sf of gravel and asphalt are located on the tract
g. Identify and describe the existing land uses adiacent to the proposed project site.
Private docks are shown on both sides of the right of way and residential parcels
h. How does local government zone the tract?
I. fs the proposed project consistent with the applicable zoning?
Town Right of Way
(Attach zoning compliance certificate, if applicable)
[]Yes []No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property? R
MAW WILMINGTON, NC
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
S. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®PubliclGovernment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Tweo force main out fall pipes for storm water will be intalled to imporve storm water drainage in the area. Riprap will be
installed to providde slope stabilization over pipes.
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.
Using an excavator/ backhoe will be used to dig out the area where the pipes are to be installed. Wetland mats will be placed
in areas to be accessed by land. Areas not accessible by land will use a barge and excavator/ backhoe..
d.
List all development activities you propose.
Instalation of force Main pump house and out fall pipes. There will be of 252sq ft of coastal wetlands excavated. A total of
330 sq.ft. of riprap will be placed in coastal wetlands to provide slope stabilization. Excavation of sediment in pipe foot print
will be placed back over pipes and used to level the site where needed.
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? 71 t9r&q ®Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No DNA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Currently a 24" pipe is shown going to the water with some unknown chamber system. The out fall pipe is undiscovered and
possibly covered with sediment. Installing two stormwater ( one 14' and one 16') outfall pipes that flow out to open water.
I.
Wit wastewater or stormwater be discharged Into a wetland? ❑Yes ®No DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? [-]Yes [:]No ®NA
If yes, attach a mitigation proposal.
RECEIVED
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me o 4 7018
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar Wth the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 11 ownwers of different condos See attached list Phone No.
Address 115-119 Florida Ave, Carolina Beach NC 28428
Name Robert Britt Phone No.
Address 201 Delaware Ave. Carolina Beach NC 28428
Name Phone No.
Address
g. A list of previous stale or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater permit COC No. SWG0410105
In. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects In oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge
Date 11/15/2018 Print Name David Moose
Signature 4 J? `V L"—
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
252.808.2808 :: 1-888.411COAST :: www.nccoastaimanagement.net
DCM WEIVD
ILMINGTON, NO
DEC 0 4 2016

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. All values should be given in feet.
a. Location of disposal area.
onsite excavation and subsequent fill over pipe
C. (t) Do you claim title to disposal area?
[]Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal 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 330 at of rli excatated materlal ❑
SAV SB
❑WL ❑None
(it) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No [INA
(!I) If yes, where?
I. (I) Does the disposal include any area In the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
JAN 6 3 2019
262.808-2808 0: 1.888-4RCOAST :: www.nccoastafmanagement.net DCM WiLMN
919bit-.119126/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
' Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
163x2
Width
1-14'; 1-16'
Avg. Existing
Depth
unkown
Final Project
7,07' below
Depth
tam
NHW'
t: �� a. �:,e'.. .3 \`N3 5 � ♦+ `�-�.:. i'.^, -�.. z ak �,�;er �'��::��� � %p[S sff7iecii4 a.}
Y
a. Amount of material to be excavated from below NHW or NWL in b.
Type of material to be excavated.
cubic yards.
Sand
+/-231 cubic yards
c. (t) Does the area to be excavated Include coastal wetlands/marsh d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shelf bottom (SB),
+/- 141 inside AEC
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 1u1Q ❑SAV ❑SB
❑WL []None
(if) Describe the purpose of the excavation in these areas:
Foot print to install force main pipes and dprap. The total sgft for
riprap is 330 and total for pipe is 252.The pipe foot print is
contained inside the riprap foot pring
a. Location of disposal area.
onsite excavation and subsequent fill over pipe
C. (t) Do you claim title to disposal area?
[]Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal 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 330 at of rli excatated materlal ❑
SAV SB
❑WL ❑None
(it) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No [INA
(!I) If yes, where?
I. (I) Does the disposal include any area In the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
JAN 6 3 2019
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919bit-.119126/06

Form DCM MP -2 (Excavation and Fitt, Page 2 of 3)
❑Bulkhead ®Riprap ❑Breakwated5ill 00ther._ Width: 133"05,
c. Average distance waterward of NHW or NWL: 33' d. Maximum distance watenvard of NHW or NWL 73"
e. Type of stabilization material: f. (I) Has there been shoreline erosion during preceding 12
Riprap and existing sediment months?
❑Yes ❑No ®NA
(It) 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 material.
Bulkhead backfill _ Riprap 448 Riprap and existing sediment
Breakwater/Sill _ Other 120 out of the 448 is win
Coastal Wetlands below NHW
I. Source of fill material.
4. OTHER FILCACTIWTI#S
❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Wifl fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water see attached
(iii) Dimensions of fill area pipes :1.8x72'. 14"x73'
(iv) Purpose of fill
To keep outfall pipes below the surface and provide
stabilization of slope
a. How will excavated or fill material be kept on site and erosion
controlled?
Excavation will be done by convential means using wetland mats
or bardges to get the equipmewnt to the nessecary locations.
Turbidity curtians and silt fences placed according to code
c. (i) Will naviational aids be required as a result of the project?
❑Yes Co ❑NA
(ii) If yes, explain what type and how they will be Implemented.
submergeo aquatic vegetation (SAV), shell bottom (58), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW❑SAV _ OSB _
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
To provide stabilization of slope
b. What type of construction equipment will be used
backhoe, or hydraulic dredge)?
Backhoe/ excavator
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes (]No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
if wetlands are crossed wetland mats will be placed to minimize
impacts
nr_Gr='VrD
n
DCM WILMINGTON, NC
252.808-2808 :: 1.888.4RCOAST :: www,occoystalmonagement.net revised: 12/26f06

Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
11/15/2018
Date
Carolina Beach North Storm Water
Project Name
Town of Carolina Beach
Applicant Nam
Applicant Signature
RECEIVED
iQN'032019
DCM WILMINGTON, NC -
252 -808-2808 :; l.888.4RCOAST:: ww
G
252-808-2808::1-888.4RCOAST::w w.nccoastalmanagenernt.net revised: 12126/06

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
b.
Number of lots or parcels.
proposed.
Town Right of Way
2 out fall pipes: 14"x94' and 16"x95', 2,298 SF of
asphalt Forcemain pump house
c. Density (give the number of residential units and the units per
d.
Size of area to be graded, filled, or disturbed Including roads,
acre).
ditches, etc.
NA
5.041 sf outside AEC and 2,648 sf inside the AEC totaling
7,689 sf. area of grading and disurbance on high ground
e. If the proposed project will disturb more than one acre of land, the
f.
List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
asphalt , riprap
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No UNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
In.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
13.5%4.30% of which isbelwoNHW
®Yes ❑No ❑NA
I. Give the percentage of the entire tract to be covered by Impervious
(ii) If yes, list the date submitted: Stormwater Permit COC No.
and/or built -upon surfaces, such as pavement, building, rooftops,
SWG040105 July 27, 2018
or to be used for vehicular driveways or parking.
29.98%
j. Describe proposed method of sewage disposal.
k.
Have the facilities described in Item (i) received state or local
N/A
approval?
®Yes [-]No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project Include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, Industrial/
design?
commercial effluent, "wash down" and residential discharges).
❑Yes ❑No UNA
Stormwater Discharge
If yes, attach appropriate documentation.
WECEIVED
DCM ILMINGTON,
NC
DEC 0 4 2018
252.808.28082 :: 1-888.4RCOAST :: www.necoastalmananement.net revised: 12/26/06

Forel DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
111/15/2018
Date
Carolina Beach North Storm Water
Project Name
Town of Carolina Beach
Applicant Name
'ate C
Applicant Signature
n. (i) Will water be impounded? ❑Yes []No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
DCM WILMINGTON, NC
DEC 0 4 2018
252-808-2808:: 1.888.4RCOAST :: www.nccoastalmanaoement.net revised: 12/26/06

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PubliGGovernment ❑Private/Community
®This section not applicable
b. (i) Will the facility be open to the general public?
[-]Yes ONO
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ❑No
(it) Number
If yes:
(iii) Length
(it) Number —
(iv) Width
(iii) Length —
(v) Floating ❑Yes ONO
(iv) Wdth —
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ❑Yes [:]No
f. (1) Are Boatlifts included? ❑Yes ❑No
If yes:
If yes:
(it) Number
(it) Number —
(iii) Length
(iii) Length —
(iv) Width
(iv) Width
(v) Floating ❑Yes ONO
Note: Rooted areas are calculated from dnpfine dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
—
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips") only, number of slips: —
❑ Dry storage; number of boats: —
❑ Boat ramp(s); number of boat ramps: —
❑ Other, please describe:
1. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel —
❑Open water; no dredging required
❑Other; please describe:
k. Typical boat length: — I. (1) Will the facility be open to the general public?
❑Yes ONO
m. (i) Will the facility have tie pilings?
❑Yes ❑NoRECEIVED
DCM WILMINGTON, NC
(ii) If yes number of tie pilings?
DEC 0 4 2018
252-808-2808:: 1.888.4RCOAST :: www.nccoastalmananement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
In. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
DCM WILMNGTO
ECEIVED
m. Is the marina docking facility proposed within a primary or secondary nursery areal N, NC
❑Yes ❑No DEC Q 4 2918
252-808-2808:: 1.888-4RCOAST :: v~iv.nccoastalmonaoement.net revised: 12/27/00

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marinaidocking facility located within or within close proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) NThis section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(Iii) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) NThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) N This section not applicable
a. Length b. Average distance from NHW, NWL, orwetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS NThis section not applicable
a. Is the structure(�s):
❑Commercial PubliclGovemment ❑Private/Community
//�� t
c. Distance to be placed beyond shoreline �
Note: This should be measured from marsh edge, /f present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, Inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
DEC0 4 2018
252-808.2808:: i-a9a-4RCOAST :: vvww.nccoastalmanaoement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of stmcture(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
16' and 18.9' 17.5' and 20.5'
Note: For buoy or mooring piling, use arc o/ swing including length
of vessel.
c. Width of water body
+1- 591 ft
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth al waterward end of structure at NLW or NWL
6.5'
8. OTHER ❑This section not applicable
a. Give complete description:
Two Pilings at the end of the outfall pipes, burned to 12' or until refusal. Signs installed stating to submerged pipline. Signs will be a
miniimum of three feet above NHW.
11/15/2018
Date
Carolina Beach North Storm Water
Project Name
Town of Carolina Beach
Applicant Name
C 'n
Ly"
Applicant Signature
DCM WECEIVED
ILMINGTON, NC
DEC Q
252-808-2808:: 1.888.4RCOAST :: www.nccoastaimanasrement.net revised: 12/27/06

This Exhibit is for planning purposes only 2n4 shown herein
e
t loch = 40 (eel
Figure 4: Wegantla/MBan High WatulC
Yt(CC
IVED�
does not meet NC 47-30 Requirements and merefore Is not
for design, conseuo0on, or rewr11, or franarer of Itlb. The
GRAPHIC SCALE
AEC Set�{�ne
M WILMI
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I
Exhibit was compiled from avaibble Inlormetbn abbineE
a
eo
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January P077
t M 11M a tellers i
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NOTES:
1. ALL PERVIOUS AREAS TO BE GRADED TO ACHIEVE
POSITIVE DRAINAGE.
15 15 2. ALL PERVIOUS SURFACES TO HAVE GRASS
VEGETATION ESTABLISHED FOR FINAL STABILIZATION.
,,,••,,,,� 3. DELAWARE AVE SURVEY PERFORMED AUGUST 2018.
a15• (Nw�x dAn xs
CG ]RG BSW S.0
YdRER CdIL'4T (IW.I
1•P SI. d-BXi.
M /5 531. m. M] 1'I W. U -BW WIN
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WASNET .VA AT. 16-Wa
1 1' Mid
ttM0.dE
MMIA PFE (2) a/e• r - A" Wm
if DFr. -e.n
anx>�u� a.Ws xs
ccA adW sur �
wARR Nxrcr (m.) tsur.l/x• ssr MlE
m MiE
1e4a111/Y
S! Ml((Eyy
SECTION WAIp1
EL6b[
NOTn.
UNOTHERWISE SPEOnEO. ALL HMDWME
TO BE 316 STNNLESS STEEL (i ).
PILE AND BENT DETAIL
DELAWARE AVE OUTFALL
NOT TO S E
Wuarw 5401
fIEV. 20)
PROP. 1Y. amm
xe CG 004 RIF
34] U"CONIPLT.
ro BE . Im m IY
R
GaORIWI
IERRLL (rcP3
0100 1+G) 2+00
PROPOSED STORM FORCE MAIN PROFILE
SCALE:
1"=50' HORIZ.
1"=5' VERT.
IMPERVIOUS SURFACE LEGEND
AREAS OF IMPACT
TOTAL MEA
I.F.�A
MEA WOHIN
SEPI
RIPRW
OF 75' AEC
75' IEC
620 SF
PRECONSTRUCTON
3.623 SF
1.297 SF
-
PROPOSED
1,713 SF
565 SF
SF
416 SF
ZU
BEYOND NMN AND
WITHIN WETAND
91 SF
120 V
211 SF
J 1 i vLN C 4 \l ` x Hill[XTE Rx/F< V I ,
Bao sF �G R ] , ,u++rox ,sow oP
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252 d OF FORCE
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.. ... � wi�i.NOE-w9.v � �-xrvn ux wnxx mnnmo ,
E
k
iJ
/ 9
1
S
NOTES:
1. ALL PERVIOUS AREAS TO BE GRADED TO ACHIEVE
POSITIVE DRAINAGE.
15 15 2. ALL PERVIOUS SURFACES TO HAVE GRASS
VEGETATION ESTABLISHED FOR FINAL STABILIZATION.
,,,••,,,,� 3. DELAWARE AVE SURVEY PERFORMED AUGUST 2018.
a15• (Nw�x dAn xs
CG ]RG BSW S.0
YdRER CdIL'4T (IW.I
1•P SI. d-BXi.
M /5 531. m. M] 1'I W. U -BW WIN
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WASNET .VA AT. 16-Wa
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ttM0.dE
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SECTION WAIp1
EL6b[
NOTn.
UNOTHERWISE SPEOnEO. ALL HMDWME
TO BE 316 STNNLESS STEEL (i ).
PILE AND BENT DETAIL
DELAWARE AVE OUTFALL
NOT TO S E
Wuarw 5401
fIEV. 20)
PROP. 1Y. amm
xe CG 004 RIF
34] U"CONIPLT.
ro BE . Im m IY
R
GaORIWI
IERRLL (rcP3
0100 1+G) 2+00
PROPOSED STORM FORCE MAIN PROFILE
SCALE:
1"=50' HORIZ.
1"=5' VERT.
IMPERVIOUS SURFACE LEGEND
AREAS OF IMPACT
TOTAL MEA
MFA OURIDE
MEA WOHIN
FORCE MMN PIPES
RIPRW
OF 75' AEC
75' IEC
620 SF
PRECONSTRUCTON
3.623 SF
1.297 SF
-
PROPOSED
1,713 SF
565 SF
IMPERVIOUS SURFACES (ASPHALT, GRAVEL, RIPRAP)
AREAS OF IMPACT
TOTAL MEA
INSIDE 75' AEC
BELOW NHW
FORCE MMN PIPES
RIPRW
TOM
WITHIN 75' IEC
620 SF
162 SF
762 SF
WITHIN WERAND
252 SF
330 SF
502 SF
BEYOND mmn)
SF
416 SF
1225 SF
BEYOND NMN AND
WITHIN WETAND
91 SF
120 V
211 SF
IMPERVIOUS SURFACES (ASPHALT, GRAVEL, RIPRAP)
TOTAL MEA
INSIDE 75' AEC
BELOW NHW
PMCttU1PDCld
(.939/10395)
(Ix%/1Wa6)
WA
41. ta20F
N/A
nc osm
(alt./tong
U.De/tdwe)
(ste/HDWO
xR.vu tamW
uoW
GRAPHIC SCALE
Nxvuil
PRELIMINARY - NOT FOR CONSTRUCTION
oG
O
CSI
c i
W
m

Lsca-km �
RECEIVED
DCM WILMINGTON, NC
DFC 0 4 2018