20090046 Ver 1_CAMA Application_20090109

Aoia.a
RCDENR
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director
09-0 046
Resources
William G. Ross Jr., Secretary
January 8, 2009
MEMORANDUM:
TO: Cyndi Karoly, Supervisor; 9'?N 709
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Town of Wrightsville Beach
Project Location: Stormwater outlet pipe at the west end of Charlotte Street, adjacent to Banks
Channel in Wrightsville Beach, New Hanover Co.
Proposed Project: To extend an existing stormwater outfall pipe an additional 90 feet into the
adjacent body (Banks Channel) with five support cradles
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 31, 2009. If you have any questions regarding the proposed project,
contact Holley Snider at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY:. This agency has no objection to the project as proposed.
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 DATE
127 Cardinal Drive Ext,, Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 1 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Wrightsville Beach
2. LOCATION OF PROJECT SITE: Stormwater outlet pipe at the west end of Charlotte
Street, adjacent to Banks Channel on Wrightsville Beach, New Hanover County
Photo Index - 2006: 24-7412, K,L-20 2000: 24-307, M,N-71995: 24-288, Q-8
State Plane Coordinates - X: 169 961.3 Y: 2 364 501.8 Rover File # 0110615A
Lat: 34°12" 39.22255"N Lon: 77° 47' 39.99586"W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 6, 2008
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete -December 30, 2008
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: No
(D) Intended Use: Local Government
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bulkhead, Stormwater outlet pipe
Planned - 90 ft. stormwater outlet pipe extension
and five stabilization cradles
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
FXrA\/ATpn FII I Frl nTU?Q
(A) Vegetated Wetlands 76 sq.ft. 76 sq.ft.
(B) Non-Vegetated Wetlands
O en Water 40 sq.ft. 140 sq.ft.
(C) Other 64 sq.ft.
(D) Total Area Disturbed: 280 sq.ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The Town is proposing to extend an existing stormwater
outfall pipe an additional 90 feet into the adjacent water body (Banks Channel) with
five support cradles.
Town of Wrightsville Beach -Charlotte Street
Field Investigation Report
Page 2
Proiect Setting
The project is located at the center of the Town of Wrightsville Beach, at the west end of
Charlotte Street. The unimproved street right-of-way ends at the Estuarine Shoreline,
adjacent to Banks Channel and the project site is approximately 100-feet long by 53-feet
wide. The upland elevation of the project site is approximately 8 feet above Normal Low
Water (NLW) and vegetated with lawn grasses, Oleander, and Wax Myrtle. The shoreline
in the project area has been stabilized with a wooden bulkhead. The adjacent property to
the north has been stabilized with a bulkhead and is aligned approximately 2 ft waterward of
the existing bulkhead on the Town property. The adjacent property to the south has also
been stabilized with a bulkhead and is aligned approximately 16 ft waterward of the existing
Town bulkhead. The existing stormwater outfall pipe (12") terminates at the bulkhead and
is submerged during mid and high tide. Approximately 10 square feet of Smooth Cord
Grass (Spartina alternaflora) is located adjacent to the existing bulkhead and terminal end
of the outfall pipe. During periods of heavy discharge the effluent scours along the
bulkhead in a northerly direction for approximately 100 feet. The scour is approximately 15
feet wide, has a sandy bottom, and is approximately -0.5 feet deep at periods of high tide.
Immediately waterward of the scour is a high marsh berm with an average elevation of 4
feet above NLW and is vegetated with American Beach Grass(Ammophila breviligulata),
Salt Meadow Grass (Spartina patens) and Sea Oats (Uniola paniculata). The vegetated
berm is 38 feet wide as measured from Normal High Water (NHW) to NHW on either side.
The existing stormwater pipe has resulted in scouring immediately adjacent to the existing
bulkhead and has created a peninsula of high marsh that is surrounded by water to the
west, north, and east at periods of high tide.
The Wrightsville Beach Land Use Plan classifies Banks Channel as Conservation, and the
adjacent highground in the project area as Developed. The N.C. Division of Water Quality
classifies the waters of Banks Channel in the project location as SB. These waters are not
designated a Primary Nursery Area by the N.C. Division of Marine Fisheries, and are
closed to the harvest of shellfish.
Development Proposal
The Town of Wrightsville Beach proposes to extend an existing 12" clay stormwater outfall
pipe an additional 90 feet waterward of the existing bulkhead into Banks Channel. The
applicant states that the proposed pipe extension is in response to nearby property owner's
complaints of stormwater runoff undermining the structural integrity of the adjacent
residential bulkheads. The proposed extension, in the location adjacent to the bulkhead,
would require the excavation of 1.5 cubic yards of material (20 feet long by 2 feet wide to a
depth of -1 feet) from below NHW to obtain the necessary slope for proper drainage and
installation. The applicant proposes to excavate 8.44 cubic yards of material (38-feet long
by 2 feet wide to a depth of -3 feet) of the high coastal marsh consisting primarily of
American Beach Grass(Ammophila breviligulata), Salt Meadow Grass (Spartina patens)
and Sea Oats (Uniola paniculata) for the installation of the pipe extension. The remaining
32-feet portion of the pipe extension would be supported by cradles and will not require
excavation for installation. The applicant is proposing five (5) wooden pipe support cradles
to anchor the proposed pipe extension. Each support cradle would consist of 2-pilings, with
crossties above and below the pipe. The applicant proposes to install the cradles to a
height no greater than 6 inches above NHW. They will be located waterward of the existing
bulkhead every 20 feet and the fifth cradle will be located at the end, approximately 90 feet.
The applicant is proposing two spoil locations for the material that will be displaced by the
proposed pipe extension. The applicant proposes to deposit spoil material below NHW in
an area 2 feet long by 50 feet wide by 1 feet deep immediately adjacent to the bulkhead in
the scoured area. The applicant also proposes to place spoil material in the 20-feet long by
2-feet wide section disturbed by the proposed pipe extension in the scored area. The
applicant is also proposing to deposit spoil and revegetate an area 38 feet long by 2 feet
wide by 2 feet deep in the location of the high marsh berm. As proposed the stormwater
pipe extension will have a slope of 0.011 feet/ feet, will be submerged at NHW, and will be
approximately elevated 2.6 feet above NLW.
Anticipated Impacts
The proposed stormwater outfall pipe extension would result in the excavation of approximately
116 square feet of shallow bottom and coastal wetlands. The applicant proposes to excavate
an area below NHW approximately 20-feet long by 2 feet wide to a depth of -1 feet for the
installation of the pipe extension. Additionally, the proposed extension would result in the
excavation of 76 square feet of high coastal marsh to obtain the necessary slope for proper
drainage and installation. This portion of coastal wetlands would be excavated to a depth of -3
feet below NLW. Approximately 9.94 cubic yards of material would be removed for pipe
installation both within the coastal wetlands and below NHW to obtain the necessary slope for
proper drainage and installation. The excavated spoil material will result in the filling of 140
square feet of shallow bottom and the filling of 76 square feet of high coastal marsh. The
installation and associated construction activity would result in the disturbance of approximately
280 square feet. The applicant is proposing to restore areas disturbed during the pipe
installation and areas that have been damaged due to scouring by the existing pipe. All
vegetated areas disturbed will be replanted immediately following construction activities.
Submitted By: Holley Snider Date: 12-30-08 Office: Wilmington
ID;
Dom MP-1

i!? i?Jc AND SlCRH<:e" "?`kT!sf; SRA4 i..t1 `
APPLICATION fou D,F,AND ? R' TE ? ? o
Major Development Permit o 4 A.-
(last revised 12127106)
09-V
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Town Of Wrightsville Beach W. Charlotte Storm Drain Repair
Applicant 1: First Name MI Last Name
Steve J Dellies
Applicant 2: First Name MI Last Name
Tom Ames
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
200 Parmele Blvd Wrightsville Beach NC
ZIP Country Phone No. FAX No.
28480 USA 910 - 256 - 7935 ext. 910 - 2S6 - 7939
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. AgendContractor Information
Business Name
Town Of Wrightsville Beach
Agent/ Contractor 1: First Name MI Last Name
Tom Ames
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
200 Parmele Blvd :' Wrightsville Beach NC
ZIP Phone No. 1 Phone No. 2
28480 910 - 256 - 793 5 ext. ext.
FAX No. Contractor #
910 256 7939
Street Address (if different from above) City State ZIP
Email '
t ?l3U

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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 0 W. Charlotte Street
Subdivision Name City State Zip
Wrightsville Beach NC
I 28480-
Phone No. Lot No. (s) (if many, attach additional page with list)
ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Banks Channel
c. Is the water body identified in (b) abcve, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Wrightsville Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
53 7500
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4.0 ?NHW or ®NWL
e. Vegetation on tract
Oleander, Wax Myrtle and Grass
f. Man-made features and uses now on tract
This is a street end public access with a bulkhead.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The adjacent land uses are single family residential properties.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
G-1 (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?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
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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.
No wastewater is generated from this site.
o. Describe existing drinking water supply source.
No potable water exists at this site.
p. Describe existing storm water management or treatment systems.
There is a 12" storm drain pipe that passes through the property and outfalls to Banks Channel at the bulkhead.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is intended to prevent undermining of the bulkhead structure by extending the out fall beyond the accreted
sands. When completed, it will function as it does not; it is a public access to Banks Channel.
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.
Excavation equipment will remove the amount of sand necessary to install a steel corregated pipe from 35' east of the
existing bulkhead to a point 25' west (into Banks Channel) of an elevation 12" below the invert at the bulkhead (new pipe
length approx. 90'). Equipment will be brought in on a barge and stored there until the completion of the project. Any
vegetation removed will be replaced with similar species.
d. List all development activities you propose.
Install approximately 90' of 12" steel corregated pipe from a connection point on land to a point approximately 90' west (into
Banks Channel) of the existing bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
I. What is the approximate total disturbed land area resulting from the proposed project? 1500 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The proposed and existing discharges into the waters of the state are from a single outfall pipe which is connected to the
State stormwater system that services North Lumina Avenue.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal. tc T
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2.12,
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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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NELL T. HOOPER Phone No.
Address P.O. Box 1619 VJllmington NC 28402
Name Frederick Willetts III Phone No.
Address P.O. Box 600 Wilmington NC 28402
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NPDES NCS000445, March 1, 2007
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter On Land
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 ?/100 F5 Print Name Stephen J Dellies_
f
Signature
?ZJ
Please indicate application attachments pertaining to your proposed project. r
?DCM MP-2 Excavation and Fill Information QDCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development OCT
pDCM MP-4 Structures Information ` r
I-V
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Form 8CM MP-5
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.
1. BRIDGES ® This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No f
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
(i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: In. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
?. CULVERTS ?This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
Banks Channel
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Form DC MP-5 (Bridges and Ce'Lddvettts, Page 2 of 4)
c. Type of culvert (construction material):
Corregated Steel
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 90'
h. Height of the top of the proposed culvert above the NHW or NWL
2.63' MLW
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ENo
If yes, explain:
3. EXCAVATION and FILL
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 20'
(iii) Avg. width of area to be excavated: 2'
(iv) Avg. depth of area to be excavated: 1'
(v) Amount of material to be excavated in cubic yards: 1.5
C. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
e. (i) Will proposed culvert replace an existing culvert?
?Yes ONo
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9- Width of proposed culvert: 12"
i. Depth of culvert to be buried below existing bottom contour.
0'
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain:
? This section not applicable
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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 8 CY ?SAV ?SB
?WL []None
(ii) Describe the purpose of the excavation in these areas:
Required slope for adequate drainage
E1' DEC 3 p 2008

DCM WILMINGTON, NC
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revised: 10i26?06
Form Cl'CM MP-5 (Bridges and Ca!verts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Soil dislocated by the new pipe will be placed on the beach near the existing bulkhead and
adjacent CW (berm to be replaced).
(ii) Dimensions of the spoil disposal area: 50' x 2' x 1'
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
®CW ?SAV ?WL ?SB ?None
If any boxes are checked, give dimensions if different from (ii) above. 38' x 2' x 2'
(vi) Does the disposal area include any area below the NHW or NWL? ? ®Yes ?No
If yes, give dimensions if different from (ii) above.
e.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
9
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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
(ii) Describe the purpose of the excavation in these areas:
4. GENERAL
a. Will the proposed project require the relocation of any existing b.
utility lines? ?Yes ENo
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
t:
E C; t Eno F.
DEC 3 0 2003
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D CM NC
Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain:
252-808-2808 :: 1-888-4RCOAST :: wv vu.nccoastal;nanagement.net revised: 10/26/06
Form DCM !IMP-5 (Bridges and Culverts. Page 4 of 4)
c. Will the proposed project require any work channels?
?Yes ®No
If yes, complete Form DCM-MP-2.
d. How will excavated or fill material be kept on site and erosion
controlled?
Excavated soil consists solely of sand removed to facilitate
the installation of a stomr drain pipe. It will be
deposited on the dune above the MLW and area
scoured below NLW, but will not have any retention
measure installed.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ?Yes ®No
A backhoe will be used for this project and will be brought If yes, explain steps that will be taken to avoid or minimize
to the site via barge. environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date
12/30/2008
Project Name
W. Charlotte Street Extension
Applicant Name
Stephen Dellies
Applican
t Signa G
A
CEI ED
DEC 3 0 2008
I)CM WILMINGTON, ate
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Property I ") Cription.
.C•he 1,€rid pa€?e1 ,ic.ljacem to tic. proposcd prr. loc:t i,? ov ned 17y the To-An of NVri,llts ille Beach and ?cr4c• IS a mblic
access to Banks Channel, 'There i,; no ?? I?tc.?ti'at(r or potable. «kater ?, rvice currently proN ided to the propert;. The +Jn!l
manmade structure on the pi,Opc'rt ,?" 1> a sct LA postal bo." '*'. VCc eIJt K!I1 IS prl€71 1I'lk ?'r<t ? 'tVil i ()lc? 11)der and, N4' i C lvrtit
at the far west side cif ilie p€opeav.
I'm ect Narrative: Tl !_o? n of' Wri lw, ilie Beach i` prtlposirls, to ett:nd t11e c ktirl stc>rriw,ati r vt€ti4111 pi!?e all
'I<aditiot'ial 9W ?kest?ald h-0111 111c eyistrn<< bt,l€.head on '"omi propt,rty into Bink C`hminc?l. Thi 1.L(?1eit 1. !?r°iIIwT
propos'(:! 111 red!?C?II>c' r.(' R"'tdent ,? (x'.1nlplalm,> Ltl ?t(?t'III?V;:1tC1' 0114 `mirmw dic tructurc ?Sl re,%Idc'n1.MI bUlkllc<ids M idC'
vici lltl o €.!IC: 4!101111,,i(alcr oliffall located dt tht." sic! "t Wcsl Chr irlottt sln".'ot.
West Charlotte Street Stormwater Outfall Extension
Project Location: This project is located at the end of West end of Charlotte Street on Wrightsville Beach. Persons
unfamiliar with this location should take State Highway 76 (Causeway Drive) across the draw bridge over the Intercoastal
Waterway and continue straight on Highway 76, to the traffic light at the intersection of Causeway Drive and Waynick
Boulevard. Continue through the light onto South Lumina Street. After turning onto South Lumina, Charlotte Street will
be the fifth cross street. The location of the proposed project will be the Town-owned property across from East Charlotte
Street.
Corner -?^
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;,
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bell Swamp
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67 Carolina i.
2 tru Beach
Boiling
51 6 S-pJing. Lakes

OCT 2 9 2008

West Charlotte Street Storm titer Outfall Extension

j
The current k-Itfall pipe k wr,mpo"A of clay 'Ind ectcnds trCfnr inlet sU-ttcturC at tlfe iMC-Pr ;ctiOn Of yorth [,r.rrr ilm and
\Vice,t Charlotte titro.,(,, to an outfall in an emstitr" bulkli ad at Elie, w(.-st side of tlw `IIown parcel. Stormy mater c.xitisrfz file
outl`all is direited ale?n?, the itdjace'nt bullheads tee Elie Tortli of the outfr.rll by stand that il.as accreted near tilt' propcrt?. 'I`lic
propo",ed project ti?.otrid connect Cc,rrusrrttzd steel pipin,Ll t0 the existirrL? cemcrete: pipe Ml,cll extends frorrr t!'rinlet
structurc to the bulkhead, '1 11 steel pipe vwuld be run from the hulkhcad to ?l paint approximately M), ,,;rat (irno f3,anks
(11a111)cl) of the, bulk.hoad. 'S`hin len<<tll i.,, being props sOd it's direct storlllw atcr beyond they rtcerctcd sand and w pre?c..nt flr,,,
pipes outt'all from beinW coyCred «itll .,ancf dtu-inti ifry periods.

,ice I -
since [tic last ?U, of the nen outtall vkill 'Ile? abo?c the existinLy L'raun(.f level. it ?v dl he suppon d 1 t??o support t'r;atlles.
011c 011 e'ithe'r :end e,f Elf;. pipe'. The craale?s v?ili bk, itlst:dlcal as i?rllo?
West Charlotte Street Stormwater Outfall Extension

Treated 6x6 post with 2x6 support cradles
Final height and width of support cradle dependant
upon pipe size and material
Hardware - 5/8 carriage bolts, nuts & washers, hot dipped galvanized
Posts jetted into position; typically 5 - 6' in depth
Not to scale
Accreted sand and vegetation will need to be removedto accomplish the installation. Vegetation will be replaced
following the backfill of the area. All sand that is not replaced on the accreted dune will be place between the dune and
the bulkhead ( on the beach area).
All heavy equipment required to accomplish the installation of the proposed drain pipe will be brought to the project site
via a barge. Equipment will be stored on the barge when not in use.
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