19850095 Ver 1_COMPLETE FILE_20090101

State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street ® Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
December 3, 1985
Mr. William E. Burnett
Henry Von Oesen & associates
511 Princess Street
P. 0. Drawer 208;
Wilmington, NC 28402
Dear Mr. Burnett:
This is in response to your letter requesting a modification to CAMA
Permit. 80-85 that was issued to the Town of Kure Beach in dune of this
year. On behalf of the Town, you have requested that the subject outfall
line from the wastewater lagoon be allowed to be installed at a more shallow
depth to reduce spoil handling.
In response to your request, this letter is your authority to refine
the outfall and diffuser project for the Town of Kure Beach as described
in plat "Effluent Outfa!1 Plan and Profile Diffuser Structure" - sheet
14 of 20 - dated revised 9/13/85 (not attached). This letter must be
attached to the original of the permit and made readily available on site
when Division personnel inspect the project for compliance. You are reminded
that Federal approval is also necessary for this change. According to
our information, Corps of Engineers action is pending.
Should there be any question on this matter, do not hesitate to contact
this office or Bob Stroud in our Wilmington office.
Sincerel ,
David W. Owens
DWO/ aw
cc: Corps of Engineers, Wilmington
Bob Stroud, DCH, Wilmington
ill no?: --6S?aieu.n `o, C >:o% 276111667 104phow TW3302%
IN HLFLT MtftM IV
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. 80X 1890
WILMINGTON, NORTH CAROLINA 28402.1890
June 17, 1985
SUBJECT: File No. SAWC085-N-065-0101
UN 2 41985
V ATER QUALITY SECTION
OPERATIONS BRANCH
Honorable Lee Wrenn
Mayor of Kure Beach
Post Office Box 3
Kure Beach, North Carolina 28449
Dear Mayor Wrenn:
Reference your application for a Department of the Army
permit to construct a wastewater treatment facility effluent
outfall in the Cape Fear River at Kure Beach in New Hanover
County, North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWC.'080-
N-000-0291. Therefore, you may commence construction activity in
strict accordance with applicable State authorization and the
enclosed plan. Failure to comply with the State authorization or
conditions of the general permit could result in a violation of
Federal law.
If any change in your work is required because of unforeseen
or altered conditions or for any other reason, plans revised to
show the change must be sent promptly to this office and the N. C.
Division of Coastal Management prior to performing any such change
or alteration. Such action is necessary as revised plans must be
reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Mike Smith,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
RECEIVED
Enclosure
-2-
" &Opies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
ATTN: CAM04, 439 W. York Street
Norfolk, Virginia 23510
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
?Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403

V
BEACH
BERM EXTENSION
(SEE SHEET NO. 3)
j PROPOSED DIFFUSER
7SH RU CTURE(SEE DETAIL T. N0. 2 )
=s
PROPOSED 12`'Ql
OUTFALL LINE
4
CAP
E F
\ EAR
?vER

- B
DRAINAGE
SWALE EXISTING
WASTEWATER
TREATMENT
4 LAGOON

Q
NOTES* )ALL SPOT ELEVATIONS
j REFER TO MLW.
(2)MAP IS BASED ON N.H.
COUNTY TOPO MAR
PLAN
II =200'
PROJECT PLAN
PROPOSED EFFLUENT OUTFALL
RE PLACEMENT, MUNICIPAL
WASTEWATER TREATMENT FACILITY,
TOWN OF KURE BEACH,KURE'
BEACH,NC
1/2 / 85
HENRY VON OESEN a ASSOC.
P.O. DRAWER 2087
WILMINGTON,NC 28402
1 a
1
AWIL GTONN
a
ILINA BE
BEACH
ATLANTIC
78'0 OCEAN
0
VICINITY MAP
SCALE I"=5280' NC DOT MAP, NH COUNTY
EBB
?FLOOO
FRINGING MARSH
FEB 20 1985
OFFICE OF COASTAL p
HtL?iir?CTvIU ?A"Cilti'ifNT
RfGtpry Qi?t?
SWF7;7T I ()F 1 _,4

' 3/411 MARINE PLYWtr6D
so" ?. 4 _ o"

4"x8" TREATED
TIMBER
121 I
1OUTFA_ _
r___ 11 0.
111__ CD
w-
FROM PLAN W xU-BOLT I
S. ST EL
c
I cli
I 'v
2-5/8"0 BOLTS, S. STEEL
W/S. STEEL WASHERS WHITE BACKGROUND
PLAN „
•' S.S. CAP
I; 1
I
;I
ii
Q
4-8xi3)c20 L.G.TREATED SIGN DETAIL
PILINGS WITH REFLECTORS
i.
W/S.S. NAILS 111=11-011
IR:
WAR ING66`yF ra
3/4" MARINE PLYWOOD
SI N..t . i.
SEE ADJ. DETAILW
j
® d
316 S.S.RISER,16 '. C??
M.N.W. EXCAVATION Wi6 :r)ASr^?
?- TO BE USED TO BACK is fOAv
TLACEp,AFTER PIPE IS GV?NA(0 ??
M.S.L.
12-2i 6" DIFFUSER FILL v?
SLOTS AROUND RISER _ U)
- BOTTOM t0 ce
121, 1 '
OUTFALL
" i
FROM
PLANT
ICRUSHED STONE
fl t
-HB ASE ELL,16"
O/x 16" CON C. INCREASER
ELEVATION
DIFFUSER DETAIL
1/411=11-011
i Q
o >
12" DUCTILE. IRON
OUTFALL PIPE.
SECTION
TYPICAL PIPELINE
PROPOSED STRUCTURE
CAPE FEAR RIVER
N.H. COUNTY, NORTH CAROLINA
TOWN OF KURE BEACH
R O. BOX 3
KURE BEACH. NORTH CAROLINA
1/2/85
HENRY VON OESEN a ASSOC.
P.O. DRAWER 2087
WILMINGTON,NC 28402

`-2 1/2" BLACK
WARNING
SUBMERGED STRUCTURE
2" BLACK
(WASTEWATER OUTFALL DIFFUSER
AND RELEASE ZONE)

' NO SWIMMING OR FISHING
WITHIN 50 FEET OF THIS STRUCTURE.
UNLAWFUL TO TIE BOAT TO PILINGS.
KURE BEACH P.W.D.

SHEET 2 OF 3
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AF ib/W
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;) ff
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,SILT FENCE
12E FEmoQeo E OF
1
? tiIE?V -?2E,a`(ED woop
_ WALKWAY
I
1TO BE FILLED
EXIST. DRAINAGE SWALE
t 701I? ROU w ED
' Of fi0 0 198,5
i F Or 04s, T, Uric;?un,?.rord RAG o?A 41-, tNr
FILL DETAIL
PROPOSED EFFLUENT OUTFALL
REPLACEh1ENT,MUNICIPAL
WASTEWATER TREATMENT FACILITY,
I TOWN OF KURE BEACH,KURE
BEACH,NC
(/2/85
HENRY VON OESEN 8? ASSOC.
P. 0. DRAWER 2087
WILMINGTON,NC 28402
SHEET 3 OF 3
Permit Class
NPw STATE OF NORTH CAROLINA
Department of Natural Resourpe?znd Community Development
Coastal Resources CommissiRECEIVED
?.
IN
? 1985
for
Major Development in ail area of EnvirMT&RaQUALITY SECTION
Concem.pursuant to.Ial s313A-:1`lg OPERATIONS BRANCH
r
IV Excavation and%or.flling pursuant to NCGS 113 229
Issued to Town of Kure Beach, P. 0. Box 3, Kure Beach, NC 28449
Permit Number
80-85
authorizing development in New Hanover County at Cape Fear River (at existing waste-
water lagoon) as requested in the permittee's application dated -1/3/85 including
attached plats, sheet 1/-3 of 3 dated 1/2/85
This permit, issued on 6/3/ ? 7 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(l) In order to protect juvenile shrimp populations, no excavation or filling
will be permitted between April 1 and September 30 of any year without the
prior approval of the Division of Coastal Management.
(2) All excavated material, resulting from trench construction, will be placed
and retained on high ground.
(3) Bedding and backfill material will be suitable, free from any toxic pollutants
so as not to adversely effect the ability of the area to function as a nursery
area.
(4) Preconstruction elevation contours, in the river and in the wetlands, will
be restored after the wastewater line has been installed
(5) Due .to the 6' depth required for the siting of the diffuser, in addition
to or instead of the reflectors, battery operated lights must be used to
mark the structure as a hazard to navigation. Any placards or signs also
used must be in accordance with the State Uniform Waterway Marker System
as administered by the Wildlife Resources Commission.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
AD work must cease when the permit expires on
December 31, 1988
In issuing this permit, the State of North ( ?rolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal 'Resources Commission.
David W. Owens, Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Perrmittee
Town of Kure Beach
ADDITIONAL CONDITIONS
Permit #80-85
Page 2 of 2
(6) Any re-routing of the drainage Swale shall terminate landward of any marsh
to provide a water quality buffer and wildlife habitat.
NOTE: Section 401 Certification #1807 has been issued for this project by the
Division of Environmental Management.
NOTE: NPDES Permit #NC 00 25763 was issued for this project by the Division of
Environmental Management on January 4, 1984.
NOTE_ An Easement from the Council of State through the Dept. of Administration,
State Property Office is required for installation of the pipeline into
public trust waters.
NOTE: A Sedimentation and Erosion Control Plan has been submitted to the Division
of Land Resources for this project.

. a
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Departptentof the Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Enfineers, Wllmlop" District
(6S 113-229,143-215.3(a)(1),143-215.3(c), II3A-118 (33 CFR 249.330-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name TOWN OF KURE BEACH
Last First Middle
B. Address P 0 Boic 3
Street, P. O. Box or Route
Kure Beach North Carolina 28449 919/458-8216,
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Kure Beach, N. C.
a
2, is proposed work within city limits? Yes- No X {.
C. Creek, river, sound or bay upon which project is located or nearest named body of w ?. ...
Cape Fear River 4WtT...t
, 610
Ill. De scription of Project .,effluent outfall w j .
A.
.
1. Maintenance of existing project replacement 2. New work N/A
B. Purpose of excavation or fill
1. Access channel length width___.__..depth
2. Boat basin length width depth
3. Fill area length-width-depth
4. Other Outfall Die in length 640 width 4-5 depth =ti..(,unrips) ,,. ..
C. 1. Bulkhead length Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 655 2. Type of material sand and silty sand
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 655 2. Type of material sand and
.. .
silty sand
IV. La nd Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X ._ No.??
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location Back in trench excavated for pipe burial
2. Do you claim title to disposal area! No (State of North Carolina bottom lands)
D. Fill material source if fill is to be trucked in N/A
E. liuw will excavated material be entrapped and erosion controlled? N/A
F. Fype of equipment to be used Clamshell bucket
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No

V. Intended Uss of Project Area (Describe)
A. 1. Private
2.. Commercial
3. Housing Development or Industrial
4. Other_ Mi ni i al s pwater rrpatma
---_....rt.r,t.?,ta?..s._._s nt..fari 1 i ty
B. 1. Lot size(s) K q nvf ICE pF COP? i QItCt?L`Q?f1CE
2. Elevation of lot(s) above mean high water
3. Soil type and texture
4. Type of building facilities or structures
5. Sewage disposal and/or waste water treatment A. Existing Lagoon Planned Aerated lagoon
B, DescribeAerated lagoon/effluent chlorination /discharge
6. Land Classification (circle one) DEVELOPED - TRANSITIONAL COMMUNITY RURAI.
CONSERVATION (See CAMA Local Land.Use Plan Synopsis)
VI. Pertaining to fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No..?,
0. 1. Will any runoff or discharge enter adjacent waters as a result of project activity. or planned use of the
area following project completion? Yes. Ir No
2. Type of discharge_ Treated waStp-watpr gf.fl,,ent-
3. Location of discharge See attached sketch
Vi I. Present rate of shoreline erosion (if known): _ N/A
VI l l- List permit numbers and issue. dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: Nat know„
IX. Length of eime required. to complete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8% X 11 white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date.served - Janyarg lij5...??
D. List names and complete addresses of the riparian landowners with property. adjoining applicant's.°
Such owners have 30 days in which to submit comments to agencies listed below.
Mr. James M. Ellis.-Chief. Real Estate Dive _USAEVJ/?gnnah Box 889 Savannah GA 31402
Commanding Officer, Sunny Point Military Ocean Terminal, Southport, NC 28461
X1. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the Stare of North Carolina's approved coastal management program and will be conducted In a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
TE January 3, 1985

Applicant's Signature
-tea
PROPOSED DIFFUSER
STRUCTURE(SEE DETAIL
SHT. NO. 2)
PROPOSED 12" 0
OUTFALL LINE

BERM EXTENSION '
(SEE SHEET NO. 3)
e
DRAINAGE
SWALE "°-
Q
Q
CAPE
FEAR IyER
EXISTING
WASTEWATER
TREATMENT
LAGOON
NOTES--(T)ALL SPOT ELEVATIONS
REFER TO MLW.
(2)MAP IS BASED ON N.H.
COUNTY TOPO MAP.
PLAN
'1'=200'
FRINGING MARSH '

F20 I
OFFICE OF ?
WQMINGTONAREG pMAN:9GEM NT _
N FFI
PROJECT PLAN
PROPOSED EFFLUENT OUTFALL.
REPLACEMENT,MUNICIPAL
WASTEWATER TREATMENT FACILITY,*,,
TOWN OF KURE BEACH KURE
BEACHING
I/2 / 85.
HENRY VON OESEN a ASSOC.
P. O. DRAWER 2087
WILMINGTON,NC 28402
. s?F-r ? n? ae
3/4" MARINE PLYWOOD
Ilk
!2 1/2" BLACK
4'x8" TREATED WARNING
TIM13ERI SUBMERGED STRUCTURE
12 OUTFAL
r - -' - . II 1 p 2" BLACK
------?r?_ tli WASTEWATER OUTFALL DIFFUSER
w --?
FROM PLAN W `314" U-BOLT AND RELEASE ZONE)
io .
S. ST EL
'
a NO SWIMMING OR FISHING
?? - WITHIN 50 FEET OF THIS STRUCTURE.
UNLAWFUL TO TIE BOAT TO PILINGS.
KURE BEACH P.W.D.
2-5/8" o BOLTS, S. STEEL
W/S. STEEL. WASHERS W HITE BACKGROUND
PLAN S.S. CAP

Nl
I01 1i ,;?l I
I 1 ??
I

x6xR. L.G.TREATED blu[N Ut I AIL
PILINGS WITH REFLECTORS
W/S.S. NAILS 10W3/4" MARINE PLYWOOD
TUNG
SEE ADJ. DETAIL ARM
316 S.S. RISER,16 0
re 0? 1
'I I M.H.W. EXCAVATION WNQ S),*,
li -z-
--.!.12-2x 6" DIFFUSER
i? Q SLOTS AROUND RISER
- BOTTOM
i
17.. i 1
4UTFALL CRUSHED STONE
FROM i`
PLANT '' BASE ELL,16"
i
'10"x 16" CON C. INCREASER
ELEVATION
DIFFUSER DETAIL
(/4"01'- 0"
,TO BE USED TO BAC
TRENCH AFTER PIPE IS
PLACED.
w
(_12" DUCTILE IRON
OUTFALL PIPE.
SECTION
TYPICAL PIPELINE
PROPOSED STRUCTURE
CAPE FEAR RIVER
N.H.COUNTY, NORTH CAROLINA
TOWN OF KURE BEACH
P.O.BOX3
KURE BEACH. NORTH CAROLINA
1/2/85
HENRY VON OESEN & ASSOC.
P.O. DRAWER 2087
WI LMINGTON,NC' 28402
SHEET 2 OF 3

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FILL DETAIL
PROPOSED EFFLUENT OUTFALL
REPLACEMENT, MUNICIPAL
WASTEWATER TREATMENT FACILITY,
TOWN OF KURE BEACH,KURE
BEACH,NC
1/2/85
HENRY VON OESEN a ASSOC.
P, 0. DRAWER 2087
WILMINGTON,NC 28402
AREA TO BE FILLED
EXIST. 'DRAINAGE SWALE
z
SHEET 3 'OF 5
*_ J°

Honorable Lee Wrenn, Mayor
Town of Kure Beach
P. 0. Box 3
Kure Beach, NC 28449
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor DIVISION OF ENVIRONMENTAL MANAGEMENT S. Thomas Rhodes, Secretary
May 31, 1985
Dear Mayor Wrenn:
srArE v
aw Mon'
Subject: Certification Pursuant to
Section 401 of the Federal
Clean Water Act,
Proposed Extension of Outfall
Kure Beach Wastewater
Treatment Plant
Town of Kure Beach
New Hanover County
Attached hereto are two (2) copies of Certification No. 1807 issued
to the Town of Kure Beach dates May 31, 1985.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
ORIGINW??.??n r
R. Paul Wilms
Director
Attachments
cc: Wilmington District Corps of Engineers
Wington Regional Office
%William Mills
David Owens
BM/k

P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone'
An Equal Opportunity / Affirmative Action Employer
i

NORTH CAROLINA
New Hanover County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section
401 Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Division of Environmental Management Regulations in 15 NCAC 2H, Section
.0500 to the Town of Kure Beach pursuant to an application filed on the 21st day
of January, 1985 to extend the effluent outfall from the Kure Beach Wastewater
Treatment Plant.
The application provides adequate assurance that the discharge of dredged
material into the waters of Cape Fear River in conjunction with the proposed
outfall extension in New Hanover County will not result in a violation of ap-
plicable Water Quality Standards and discharge guidelines. Therefore, the State
of North Carolina certifies that this activity will not violate Sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with
the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases such that the turbidity in the stream is
25 NTU's-or less are not considered significant).
2. That the effluent discharge shall be in strict accordance with the
facility NPDES permit.
Violations of any condition herein set forth shall result in revocation of
this Certification.
This Certification shall become null and void unless the above condition(s)
are made conditions of the Federal Permit.
This the 31st.day of May, 1985
DIVISION OF ENVIRONMENTAL MANAGEMENT
ORIGINAL S1(_W !D BY: D.R.R.
R. Paul Wilms, Director
WQC# 1807
r^".
DIVISION OF ENVIRONMENTAL MANAGEMENT
March 20, 1985
MEMORANDUM
To: Bill Mills
Permits and Engineering
From: Michael F. Williams, Chemical Analyst I
Wilmington Regional Office
Thru: A. Preston Howard, Jr., Regional Engineer
Wilmington Regional Office
Subject: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Town of Kure Beach - Treatment Facility
New Hanover County
The applicant proposes to reactivate the 3.75 acre Kure Beach wastewater
treatment lagoon. A new chlorine contact chamber and a 600 foot outfall
pipe and diffuser is planned. Approximately 400 feet of 12" pipe is proposed
to be installed below mean high water involving 655 cubic yards of excavation
and backfill. A NPDES permit has been issued to the Town for the discharge
of effluent to the Cape Fear River, classified SC.
After review of the proposed project, the following comments are offered:
1. The project will require 401 certification.
2. The proposed project is not expected to violate water quality
standards for waters classified SC.
3. It is recommended that a 401 certification be issued containing
the following condition:
The project activity shall not increase instream turbidity
MFW/sf
cc: Division of Coastal Management - Bob Stroud
Wilmington Regional Office
t k-At®
??
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concern-ing an application for State Federal CAMA Permit(s) from
A. PERMIT:
.,?,This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
This office has no objection to the issuance of the permit(s) for the proposed
project with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
X Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification wil be acted on
t P `it
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or a
ter
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The proposed project is certified
under General Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) No. 1272 issued on November 10, E) No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.
?
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WATER QUALITY SECTION ?''?-
DIVISION OF ENVIRONMENTAL MANAGEMENT

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l OFFICE OF
North Carolina Department of Natura COASTAL MANAGEMENT

ment
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W. Owens
David
eve
op
esource
ommun
y Director
Telephone [phone]
March 15, 1985
Mr. Robert Helms, Director
Division of Environmental Management
Raleigh, North Carolina 27611
Dear Mr. Helms:
MAR 18 1985
WILMINGTON REGIONAL OFFICE
DEM
The attached copy of an application submitted by:
Town of Kure Beach
Applicant's Name
Kure Beach Wastewater
Treatment Facility New Hanover
Location of Project County
XX for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
for a CAMA major development permit (only) ...
..* is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than
March 29, 1985
Sincerely,
Jon . Parker, ?Jr.,Chi Major Permits Processing Section
JRP:ap:483
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer
(A) This agency interposes no objection to the proposed work. W, -I*
(B) Dredge and/or Fill. This agency objects to the project
as proposed. The objection is based upon findings which
lead to the conclusion that there will be one or more
adverse effects as covered in G. S.. 113-229 (e) 1-5.
(e) (1) ...that there will be significant
adverse effect of the proposed
dredging and filling on the use
of the water by the public;
(e) (2) ...that there will be significant
adverse effect on the value and
enjoyment of the property of any
riparian owners;
(e) (3) ...that there will be significant
adverse effect on public health,
safety, and welfare;
(e) (4) ...that there will be significant
adverse effect on the conservation
of public and private water
supplies;
(e) (5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(C) CANA Major Development. This agency objects to the
project as proposed. The objection is based upon
findings which lead to the conclusion that a violation
would occur as covered in G.S. 113A-120 and/or 15
NCAC 71. The following reference indicates the
specific citation by which objections have been
made.
(D) Agency findings relating to item(s) A and/or B
and/or C are hereby detailed.
(E) Comments are submitted that do not directly relate
to item B and/or C but are relevant to the public
interest. (These comments will be forwarded by the
Department of Natural Resources and Community Development
to appropriate State or Federal agencies).
signed
date

10 OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name Town of Kure Beach
2. Location of project site Cape Fear River - Kure Beach at end of Avenue "H" Municipal
Waste Treatment Plant. Photo 9-1092; Grids V,W,X-19.
3. Investigation type: Dredge & Fill X CAMA X
4. Investigative procedure: (A) Dates of site visit2/13/85
(B) Was applicant present agent (yes)
Certified Complete
5. Processing procedure: Application received 3/10/85 OfficeDCM-W
ilm;ngYnn
6. Site description: (A) Local Land Use Plan Kure Beach
Land classification from LUP Conservation
Development constraints identified in LUP None for this project -
This upgrading is mentioned as an alternate in the policy section of the plan.

(B) AEC(s) involved: Ocean Hazard Estuarine shoreline X
Coastal wetlands X Public trust waters X
Estuarine waters X Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public X Private Commercial P14F4 00 17
(E) Type of waste water treatment: Existing Wastewater Treatment-lagoon
Planned New chlorine contact chamber and outfall to serve lagoon. ?epq 195
(F) Type of structures: Existing W11 MINrTnN R EGIONAL OFFICE
Planned Chlorine contact chamber
- outfal l line with diffuser. D E M
(G) T
Estimated annual rate of erosion N/A Source
7. Habitat description:
AREA
(A) Vegetated wetlands: Dredged Filled Other
Spartina alterniflora appx 140 s.f. appx 140 s.f.
rep ace one pip
Existing drain (maple, etc.) appx 2,560 s.f.

(B) Non-vegetated wetlands:
River bottom appx 1,600 s.f. appx 2,000 s.f.

(C) Other:

(D) Total area disturbed: appx 1,740 s.f. appx 4,560 s.f. appx 140 s.f.
8. Project summary applicant proposes to reactivate the existing Kure Beach Wastewater
Treatment lagoon. A new chlorine contact chamber and outfall line will be
constructed. The existing berm will be shifted at the southwest corner of the
lagoon and will cover an existing drain which will be rerouted.

TOWN OF KURE BEACH
PAGE 2
9. PROJECT DESCRIPTION:
The project is located at the site of the presently abandoned wastewater treat-
ment lagoon serving the Town of Kure Beach. After the construction of the
existing berm the borrow area on the southern edge has become established as a
wet drain. Red maple and other associated species have become established in
the drain. This feature is approximately 8'-15' wide. There is a boarder of
smooth cordgrass (Spartina alterniflora) along the west shoreline of the
property. The boarder is approximately 30'-40' in width at the project site.
The applicants propose to reactivate the lagoon. As part of this activity the
existing berm will be extended at the southwest corner. This extension will
involve filling the existing wet drain. The drain will be rerouted to the
south of its existing location for approximately 400'. In conjunction with
the berm extension a chlorine contact chamber will be constructed and a new 12"
outfall line will be installed. The existing 12" line will be removed. The
new line will be installed by using trench excavation. The applicants propose
that the excavated material will be windrowed along side the trench. The
trench will be approximately 600' in total length. Of that amount approximately
400' will be in the river bottom, 30'-40' will cross the wetland and the
remainder will be in the highground. The dimensions are approximately 4'-5'
wide and 3'-6' deep. Approximately 655 cubic yards of material will be
excavated and approximately that same amount will be used for backfill. The
line will extend to the -6' MLW depth. It will terminate in a riser with
diffuser. This diffuser will extend approximately 3' above the mean highwater
(MHW) contour. It will be protected by four 8" x 8" treated pilings equipped
with reflectors and warning signs. The junction of the 12" line and the
riser/diffuser will be protected by crushed stone (Sheet 2 of 3). Twelve
2" x 6" slots spaced around the riser will provide for the diffusion of the
effluent.
10. ANTICIPATED IMPACTS:
The proposal to windrow the excavated material below the mean high water contour
is viewed as having a potential to significantly increase the adverse impacts
of the project. Recent proposals have been required to either structually
contain the material below the MHW contour or to remove it to highground. If
excessively organic material is excavated then clean sand must be substituted
as backf ill. This area of the river serves as a critical nursery area during
times of certian flow conditions in the river. Although not indicated clearly
in the plans the excavation for the proposed drain rerouting should terminate
landward of all wetlands in order to maintain a functioning system.
SUBMITTED BY: C. Robert Stroud, Jr. OFFICE: DCM-Wilmington DATE: March 15, 1985
! , w -
APPLICATION
FOR MAR 18 1%5
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CT.???T_iO?G10NAl OFFICE
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELCMNT
Department of Administration State of North Carolina Department of the Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. ' Applicant Information
A. Name TOWN OF KURE BEACH
Last First
Address P. 0. Box 3
B

Middle
. Street, P. O. Box or Route
Kure Beach North Carolina 28449 919/458-8216
City or Town State Zip Code Phone
11, Lo cation of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Kure Beach, N. C.
2. Is ro ofed work within city limits? Yes-No X
C. Creek, river, sound or bay upon which project is located or nearest named body of w1 to Rr c?l ? 05
Cape Fear River NpG
f
?
?
???-?IIG10N
Ill. De scription of Project effluent outfall f
0
GSQ
A. 1. Maintenance of existing project replacement 2. New work N/A 1L
B. Purpose of excavation or fill ,,?--
1. Access channel length width depth
2. Boat basin `ength width depth
3. Fill area length width depth
4. Other Outfall p; pelinf length 600 width .4-5 depth 1-6 43zayJ,- cz)
C. 1. Bulkhead length Average distance waterward of MHW (shoreline) _
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 655 2. Type of material sand and silty sand
E. Fill material to be placed below N1HW (see also V1. A)
1. Cubic yards 655 2. Type of material sand and silty sand
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location Back in trench excavated for pipe burial
2. Do you claim title to disposal area! No (State of North Carolina bottom lands)
D. f- ill material source if fill is to be trucked in N/A
E. ilov. wili cxcx.ated material be entrapped and erosion controlled? N/A
F . I ype of equipment to be used Clamshell bucket
G. Will marshland be crossed in transporting equipment to project site? If yes, explain N0
V_

Intended Use of Project Area (Describe)
A. 1. Private
2. Commercial
3. Housing Development or Industrial
4. Other Mun; c
B. 1. Lot sizes) K A
OF ?O?SaFG1pNA? OEFIC?
2. Elevation of lot(s) above mean high water
3. Soil type and texture
4. Type of building facilities or structures
5. Sewage disposal and/or waste water treatment A. Existing Lagoon Planned _ Aerated la&oon
B. Describe Aerated lagoo-g/effluent chlorination/discharge
6. Land Classification (circle one) CDEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION T (See CAMA Local Land.Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes X No
2. Type of discharge Treatpd uraGtpwntPr Pffl neat
3. Location of discharge See attached sketch
VII. Present rate of shoreline erosion (if known): _ N/A _ o
Vl l 1. List permit numbers and issue dates of previous Department of Army Corps of Engineers or Stats permits for
work in project area, if applicable: _ Not knnwn
IX. Length of time required to complete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8%s X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served January l8. 1 985
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Mr. James M. Ellis, Chief, Real Estate Div., USAED/Savannah, Box 889, Savannah, GA 31402
Commanding Officer Sunny Point Military Ocean Terminal, South ort, NC 28461
Xi. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli•
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
A'l E January 3, 1985
Applicant's Signature
i

141
NA
PROPOSED DIFFUSER
STRUCTURE(SEE DETAIL
SHT. NO. 2)
?= 6
FFi3 20
OF COASTAL MAN
QKfiC?
ATLANTIC
OCEAN
PROPOSED W' 0
OUTFALL LINE
4
O
CA
P
/ E FEAR
BERIM (SEE SHEET NO. 3) R VER-
J„J
DRAINAGE
SWALE

0
EXISTING
WASTEWATER
TREATMENT
LAGOON
2 NOTES:(I)ALL SPOT ELEVATIONS
REFER TO MLW.
Z (2)MAP IS BASED ON N.H.
u COUNTY TOPO MAP.
PLAN
I"=200'
76 WIL INCTON? p
0
F3
421
WRI%TrSVILLE
BEACH
13-
VICINITY MAP
SCALE ("=5280' NC DOT MAP, NH COUNTY
EBB
L?
FLOOD
FRINGING MARSH
3E BEACH
PROJE(
It
PROJECT PLAN I
PROPOSED EFFLUENT OUTFALL.
REPLACEMENT, MUNICIPAL
ER TREATMENT FACILITY,
F KURE BEACH,KURE
BEACH,NC
Is .1.985 1/2 / 85 1
WILMINGTON REGIAWLIlb4l.j?N OESEN a ASSOC.
RAWER 208?
E WILMINGTON,NC 28402

/ 3/4IS MARINE PLYWOOD
dl n4,
l2" OUTFALL
r---
-L- - -
FROM PLAN1
i
S.S. CAP
o
N
0
Q
OUTFALL _
n i
FROM
PLANT
2-5/8"0 BOLTS, S. STEEL
W/S. STEEL WASHERS
PLAN

-2 1/2" BLACK
"
WARNING
SUBMERGED STRUCTURE
_2" BLACK
,
(WASTEWATER OUTFALL DIFFUSER
AND RELEASE ZONE)

' NO SWIMMING OR FISHING
WITHIN 50 FEET OF THIS STRUCTURE.
UNLAWFUL TO TIE BOAT TO PILINGS.
KURE BEACH P.W.D.
-W x111 t MAI.KTillUUNU
4-8'X8"x2O" L.G.TREATED SIGN DETAIL
PILINGS WITH REFLECTORS
W/S.S. NAILS I=1-0?
WAR ;IN!
SI N 3/4" MARINE PLYWOOD
SEE ADJ. DETAIL
1
I i ?'iC1C1?J r ?' 0 F
316 S.S.RISER,1691 ?;,? 0 ?
M.H.W. EXCAVATION W6"a {?13
TO BE USED TO BAC? i? IOU
ilo
ENCH AFTER PIPE IS ''Nq C1f?
TR
LACED.
M.S.L.
----------------------------
12-2''6" DIFFUSER FILL us
SLOTS AROUND RISER -
- BOTTOM tD a
i
CRUSHED STONE
BASE ELL,16"
10"x 16" CONC. INCREASER
ELEVATION
DIFFUSER DETAIL
1/411=1 0"
12"DUCTILE IRON
OUTFALL PIPE.
SECTION
TYPICAL PIPELINE
PROPOSED STRUCTURE
CAPE FEAR RIVER
N.H.COUNTY,NORTH CAROLINA
TOWN OF KURE BEACH
P. 0. BOX 3
KURE BEACH . NORTH CAROLINA
1/2/85
HENRY VON 0ESEN & ASSOC.
R O. DRAWER 2087
WiLMINGTON,NC 28402
SHEET 2 OF 3
0.0
R F 36740
EBB
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rot? c0Lo+4-1E a,,.1-56.ct
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SCALE 1'=5d-O"
6

9

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7!
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, ? ?I IN!nV'',
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a,1???e TREt?•7"6C? woop
WALKWAY
AREA TO BE FILLED
EXIST. DRAINAGE SWALE
DE
DEqzPX ROUTED
i
1=ILL DETAIL
PROPOSED EFFLUENT OUTFALL
REPLACEMENT, MUNICIPAL
WASTEWATER TREATMENT FACILITY,
TOWN OF KURE BEACI-I,KURE
BEACM,NC
1/2/85
$j
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D<<? ?1 „x.11 (? (' I t7 5 .
fr,r0,•,? ??Glp?;?? t7C? ITT
HENRY VON OESEN & ASSOC.
P.O. DRAWER 2087
WILMINGTON,NC 28402

'* r'
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY ,- p r ?'
WILMINGTON DISTRICT, CORPS OF ENGINEERS I?T C V E D
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
April 29, 1985 t-1 4y 0 6 1985
"TER QVALITY SECTION
OPEI?ATIONS BRANCH
SUBJECT: File No. SAWC085-N-065-0101
Mr. John Parker
Division of Coastal Management
North Carolina-Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of the town of Kure Beach,
represented by Mayor Lee Wrenn, for a Department of the Army
permit to install a wastewater treatment facility effluent outfall
line through wetlands and in the Cape Fear River at Kure Beach,
New Hanover County, North Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
We recommend that the following conditions be included in the
State authorization:
a. All excavated material, resulting from trench
construction, will be placed and retained on high ground.
b. Bedding and backfill material will be suitable, free from
any toxic pollutants, so as not to adversely effect the ability of
the area to function as a nursery area.
c. Preconstruction elevation contours, in the river and in
the wetlands, will be restored after the wastewater line has been
installed.
Questions or comments may be addressed to Mr. Mike Smith,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch

-2-
-1,10b-ties Furnished:
Ar. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
tE0 STET 6F.-?/fed 1
? V. Ja`? FS i ?j?t S
? yJ
Z
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
Ftir???OtE°ti`° REGION IV
345 COURTLAND STREET
ATLANTA. GEORGIA 30365
APR 25. 1985' i? t?lJ
4PM-EA/LP APR 29 1985
Colonel Wayne A. Hanson
District Engineer [ atnviranstnaI
U.S. Army Corps of Engineers, Wilmington
P.O. Box 1890
Wilmington, North Carolina 28402
ATTENTION: Mike Smith
SUBJECT: Town of Kure Beach
(Public Notice SAWCO-85-N-065-0101)
Dear Colonel Hanson:
This is in response to the subject public notice proposing to
reactivate the existing Kure Beach wastewater treatment lagoon
adjacent to the Cape Fear River, in the town of Kure Beach,
New Hanover County, North Carolina.
As part of the reactivation proposal, an existing berm will
be extended at the southwest corner eliminating approximately
2,560 square feet of a forested wetlands drain dominated by
red maple (Acer rubrum). This wetland area will be rerouted
to the south of its existing location for about 400 feet.
The proposed activity will also involve the installation of a
new outfall line that will be installed utilizing a trench
excavation. The applicant proposes that the excavated material
be distributed along the side of the trench. The trench will
be approximately 600 feet in total length with 400 feet occuring
in the river bottom, 40 feet passing through a cordgrass
(Spartina alterniflora) marsh, and the remainder in uplands.
Approximately 655 cubic yards of river bottom will be excavated
and utilized as backfill material.
As a result of the proposed activity, about 140 square feet
of cordgrass marsh will be eliminated. In addition, about
1,600 square feet of river bottom will be excavated and 2,000
square feet subsequently filled. It should be noted that
this portion of the river system functions as a critical
nursery area during certain flow conditions.
We have reviewed the subject public notice and have discussed
the anticipated impacts of the proposed project +iith the
field inspector frerml4the State Division of Coastalmiltl ergretV
APR 3 019§
WATER OftlPf ECIOM
OPERATIONS, ,, ANCH
. `T op .1•
S
-2-
It is our belief that the applicant is not utilizing the
least environmentally damaging construction techniques to
minimize degration to valuable aquatic resources. In addition,
there is no mitigation for the destruction of about 140 square
feet of cordgrass marsh.
Consequently, we recommend that the permit be denied unless
the applicant agrees to the following conditions:
1) The 140 square feet of cordgrass marsh eliminated by the
proposal shall be mitigated for by the creation of 280
square feet (2:1 ratio) of cordgrass marsh. An upland
area at the project site contiguous with the existing
cordgrass marsh shall be scraped down to an elevation that
will allow daily tidal flushing. The area shall be planted
with cordgrass at three-foot centers and guaranteed
successful at an 80% survival ratio for a two year period.
The plantings should be accomplished during the winter
months of the year.
2) If the applicant proposes to do the work during the months
of April 1 through October 1, he shall coordinate his
activity with the state of North Carolina Division of
Marine Fisheries to minimize damages to the nursery habitat
resources.
3) The proposal to distribute excavated river bottom below
the mean high water contour along side of the outfall pipe
trench has the potential of increasing the negative impacts
of the project. Consequently, we request that all excavated
material be removed to an upland location, and clean sand
be utilized as backfill.
4) The proposed excavation for the rerouting of the red maple
wetland drain shall terminate landward of all wetland
areas to insure the integrity of the system.
Sincerely yours,
William L. Kruczynski, Chief
Wetlands Section
Environmental Assessment Branch
cc: See attached
? r
aw
cc: Ms. Mike Gantt, Field Supervisor
U.S. Fish and Wildlife Service
Raleigh, North Carolina
Mr. R. Paul Wilms, Acting Director
North Carolina Division of Environmental Management
Mr. Preston Pate, Chief
Field Supervisor
North Carolina Office of Coastal Management
Mr. Stuart Critcher
North Carolina Wildlife Resources Commission
Mr. John Parker, Permits Coordinator
North Carolina Office of Coastal Management
Mr. Randy Cheek, Area Supervisor
National Marine Fisheries Service
Beaufort, North Carolina
Mr. J.T. Brawner, Regional Director
National Marine Fisheries Service
St. Petersburg, Florida
1

DIVISION OF ENVIRONMENTAL MANAGEMENT
?m y s, <98 6
MEMORANDUM
To : B i l l Mills
Permits an
From: Michael F.
Wilmington
Thru: A. Preston
Wilmington
I
d Engineering RECiE V ? D
Williams, Chemical Analyst II FF9 121985
Regional Office *ATR
Howard, Jr., Regional Engineer Wirs 9 j ?
NCH
Regional Office
Subject: Regional Office Review & Recommendations
7Qa itl OG I-NA& 16646W
A1160A/ eVi W"&W- lol/id?'r'
A preliminary review of the proposed project indicates that:
A 401 Water Quality Certification will not be required.
_A 401 Water Quality Certification will be required, and will
require public notice advertisement.
A 401 Water Quality Certification will be required, but should
meet the conditions of the General Certification for
and therefore will not require public notice.
Final review and recommendations
A 401 Water Quality Certification will not be required, this office
has no objections to the proposed project.
It is recommended that a 401 Water Quality Certification be issued
containing a turbidity limit of 25 NTU. This office has no
objections to the proposed project.
The proposed project appears to meet the conditions of the General
Certification for:
This office has no objections to the proposed project.
Additional Comments:
A WPBS N,"s $6-c-fl lS50,ev 70 TNL 7vwl? 404 rvi?
L)lseNooevc- or r ev LJ?sT?ulMl?
cc: Office of Coastal Management - ?B ST?Gi?
Wilmington Regional Office

ys,
.3 '
'
, 4j i
^?[ APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
jGS 146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
L' Applicant Information
A. Name TOWN OF KURE BEACH
Last First Middle
B. Address P 0. Box 3
Street, P. O. Box or Route
Kure Beach North Carolina 28449 919/458-8216
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Kure Beach, N. C.
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of w to prgoa
Cape Fear River JJt??
'0
111. Description of Project effluent outfall ? ?,vn ?G10 N A ? „
VJlL1+?wfJN '
A. 1. Maintenance of existing project replacement 2. New work N/A
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin
length width depth
3. Fill area length width depth
4. Other Outfall pipe in length 600 width 4-5 depth 'A-A f,Ta pS?
C. 1. Bulkhead length Average distance waterward of MHW (shoreline)
2. Type.of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 655 2. Type of material sand and silty sand
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 655 2. Type of material sand and silty sand
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area Back in trench excavated for pipe burial
1. Location
2. Do you claim title to disposal area? No (State of North Carolina bottom lands)
D. Fill material source if fill is to be trucked in N/A
E. tloN& will excavated material be entrapped and erosion controlled? N/A
F. Eypc of equipment to be used Clamshell bucket
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
J-
,_V. Intended Use of Project Area (Describe)
A.
1. Private
2. Commercial
3. Housing Development or Industrial
4. Other-
B. 1. Lot size(s)
2. Elevation of lot(s) above mean high water

3. Soil type and texture
4. Type of building facilities or structures
5. Sewage disposal and/or wastewater treatment A. Existing Lagoon Planned Aerated lagoon
B. Describe Aerated lagoon/effluent chlorination/discharge
6. Land Classification (circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION THER (See CAMA Local Land.Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes X No
2. Typeofdischarge Treated wAR1'PwaYPY Pfflueni-
3. Location of discharge See attached sketch
V11. Present rate of shoreline erosion (if known): N/A
Vill. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: Not known
IX. Length of time required to complete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8%s X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served January 18_ 1 Safi
D. List names and complete addresses of the riparian landowners with property adjoining applicant's..
Such owners have 30 days in which to submit comments to agencies listed below.
Mr. James M. Ellis, Chief, Real Estate Div., USAEJ2 /Savannah Box 889, Savannah GA 31402
_Commanding Officer, Sunny Point Military Ocean Terminal, Southport, NC 28461
XI. Certification requirement: 1 certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearin .
DATE January 3, 1985
Applicant's Signature

?a
PROPOSED DIFFUSER
STRUCTURE(SEE DETAIL
SHT. NO. 2)
PROPOSED 12" V
OUTFALL LINE
4
CA
PE
FEAR
RI vER
NO)
6
It
czy
EXISTING
WASTEWATER
TREATMENT
LAGOON
NOTES=(T)ALL SPOT ELEVATIONS
REFER TO MLW.
(2)MAP IS BASED ON N.H.
COUNTY TOPO MAP.
Q
PLAN
I"=200,

BEACH
PORT
ATLANTIC
OCEAN
VICINITY MAP
SCALE I"=528d NC DOT M4_4 NH COUNTY
5
00
EN
?? ?P? M?'NPQF M E ?
W
FRINGING MARSH -------
/0
PROJECT PLAN
PROPOSED EFFLUENT OUTFALL
REPLACEMENT, MUNICIPAL
WASTEWATER TREATMENT FACILITY,
TOWN OF KURE BEACH,KURE
BEACH,NC
1/2 / 85
HENRY VON OESEN a ASSOC.
P. O. DRAWER 2087
WILMINGTON,NC 28402

? r
. e
3/4" MARINE PLYWOOD
'- 016
4
1268 OU_TF_ALL
FROM PLAN1
4 x 8" TREATED
TIMBER t
i!! CD
W U-BOLT ec
S. ST EL
2-5/8"0 BOLTS,S.STEEL
W/S. STEEL WASHERS
PLAN
S.S. CAP WAR ING
S1 N
?-2 I/2" BLACK
WARNING
SUBMERGED STRUCTURE
'2" BLACK
(WASTEWATER OUTFALL DIFFUSER
AND RELEASE ZONE)
NO SWIMMING OR FISHING
WITHIN 50 FEET OF THIS STRUCTURE.
UNLAWFUL TO TIE BOAT TO PILINGS.
KURE BEACH P W.D.
HITE BACKGROUND
4-lW'xex20"L.G.TREATED SIGN DETAIL
PILINGS WITH REFLECTORS
W/S.S. NAILS
3/4" MARINE PLYWOOD
SEE ADJ. DETAIL JAN 21 19$5
M
N
A
E
? F
OFFICE OF C
REG 0 A?
316 S.S.RISER,160 pN
WILMINGT

o ;?
M.H.W
r EXCAVATION WINDROW: '
v- ----
`i ti
M? TO BE USED 0._fl¢,CKSIi`L'
TRENCH AFT PIPE IS
j LACED.
M.S.L.
.n
! 12-2'x 6" DIFFUSER
Q SLOTS AROUND RISER FELL -
- BOTTOM
a

i2„
OUTFACE I
CRUSHED STONE
i
I2" DUCTILE IRON
_ OUTFALL PIPE.
- ?? SECTION
FROM
PLANT
s -BASE ELL,16" TYPICAL PIPELINE
PROPOSED STRUCTURE.
CAPE FEAR RIVER
F
„

10 x 16

CONC. INCREASER
N.H.COUNTY, NORTH CAROLINA
TOWN OF KURE BEACH
ELEVATION P. O. BOX 3
KURE BEACH. NORTH CAROLINA
DIFFUSER DETAIL 1/2/85
HENRY VON OESEN Q ASSOC.
P.O. DRAWER 2087
WILMINGTON,NC 28402
a

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
IN REPLY REFER TO February 7, 1985
Regulatory Branch
SUBJECT: File No. SAWC085-N-065-0101
The Honorable Lee Wrenn
Town of Kure Beach
._., Post Office Box 3
Kure Beach, North Carolina 28449
Dear Mayor Wrenn:
RECEIVED
F r g 1 1985
WATER QUALITY SECTION
OPEIl'"IONS BRANCH
On January 27, 1981, we issued general permit No. SAWC080-N-
000-0291-(enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received January 21, 1985, for
a Department of the Army permit to install a wastewater treatment
facility effluent outfall in the Cape Fear River at Kure Beach,
New Hanover County, North Carolina, indicates it to be a candidate
for Federal authorization under this general permit. Accordingly,
the administrative processing of your application will be
accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to
the State.
If your application must be withdrawn from this general
permit process for any reason, you will be written and informed of
its further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.

-2-
Your application, pursuant to Section 10 of the River and
Harbor Act and Section 404 of the Clean Water Act, has been
assigned No. SAWC085-N-065-0101 and will be coordinated by Mr. Bob
Johnson, telephone [phone]. He is available to address
questions or comments you may have.
Sincerely,
Enclosure
Copies Furnished:
Charles W. Hollis
Chief, Regulatory Branch
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
J Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Sheppard N. Moore
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.Q. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 12, 1985
Regulatory Branch
SUBJECT: File No. SAWC085-N-065-0101
Mr. William Mills
Water Quality Section
Division'of Environmental Management
North Carolina Department.of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh; North Carolina 27611-7687
Dear Mr. Mills:
RECEIVED
x':8121985
WATER QUALITY SECfMN
WRATIONS BRANCH
Enclosed is the application of the Town of Kure Beach,
represented by Mayor Lee Wrenn, for a Department of the Army
permit and a State Water Quality Certification to construct a
wastewater treatment facility effluent outfall in the Cape Fear
River at Kure Beach in New Hanover County, North Carolina. Your
receipt of this letter verifies your acceptance of a valid request
for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorization of the proposed activity
pursuant to Section 404 of the Clean Water Act, and we have
determined,that a water quality certification may be required
under the provisions of Section 401 of the same law. A Department
of the Army permit will not be granted until the certification has
been obtained or waived.
In accordance with our administrative regulations, 60 days
after receipt of a request for certification is considered a
reasonable time for State action. Therefore, if your office has
not acted on the request by April 8, 1985, the District Engineer
will deem that waiver has occurred.
Questions or comments maybe addressed to Mr. Cliff
Winefordner, telephone [phone].
Sincerely,
Cha s W. Ho 's
Chie , Regula y Branch
Enclosure

?. 1

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Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403

January 16, 1985
qo yl
,5A wCo5? lit-e*.5-l)!d j
C.aum of Kurt ? ?ztr
P. O. Box #3 Phone [phone]
KURE BEACH, N. C. 28449
District Engineer
Wilmington District
Corps of Engineers
P. 0. Box 1890
Wilmington, NC 28402
Dear Sir:
COME WHERE
/K
It is requested that a CAMA/Corps dredge and fill permit
be issued for the replacement of an existing wastewater treat-
ment facility effluent outfall in the'Ca.pe Fear River at Kure
Beach, N. C. in accordance with the attached application and
supporting sketches. The proposed project is required to
replace the badly deteriorated existing line in concert with
a reactivation of the existing 0.1 MGD Kure Beach municipal
wastewater treatment facility.
The Town of Kure Beach has received an NPDES permit from
the N. C. Division of Environmental Management (Permit No.
N00025763) to rehabilitate the existing wastewater treatment
works and to discharge the treated effluent into the Cape
Fear River which is classified "SC-Swampwater". Effluent
disposal will be by buried pipeline which will extend
approximately 600 feet offshore into the Cape Fear, as shown
on the attached plan. A diffuser at the end of the discharge
line will insure proper dilution and dispersion of the treated
effluent into the estuarine area.
The pipeline will be a 12-inch ductile iron out.fall pipe
buried from three to six feet deep below the existing floor
of the Cape Fear River in the location shown on the attached
sketch. The method of burial will be by barge-mounted
clamshell-bucket which will excavate the trench and place the
spoil immediately adjacent to the trench without removing the
bucket from the water, in an effort to reduce turbidity effects
during construction. Once the pipeline is in place the
excavated material will be used as backfill for the trench
and will be returned to the trench using a bar drag. This
method of pipeline burial has been used before quite successfully,
and seems to be the least en**ironmentally disruptive method
for effecting this work. When the pipeline leaves high ground
to enter the estuary, a relatively narrow band of marsh-type
grass, approximately 10 to 15 feet wide will have to be crossed.

It is proposed to excavate the marsh vegetation and temporarily
place it on high ground until the pipeline is laid, after
which the marsh vegetation will be picked up and placed back
in its original position prior to excavation. Again, experience
has shown that the recovery of the disturbed marsh grasses
will be very rapid. The discharge diffuser will be protected
by four pilings approximately six feet apart on each side of
the diffuser, and a warning sign regarding the structure will
be prominently displayed on one of these pilings (see Sheet 2
of sketches).
A total of approximately 655 cubic yards of material will
have to be temporarily displaced for burial of the pipeline;
however, no spoil disposal area will be required as the materials
will be used to backfill the trench as mentioned above. Lunar
tides in the construction area are negligible and generally
range less than one foot. The property for location of the
wastewater treatment facility and the effluent discharge pipe-
line is entirely within the Sunny Point Marine Terminal buffer
zone as indicated on the sketch and in the application.
Design of the wastewater treatment facility and the discharge
line has been completed. Therefore, it is respectfully requested
that approval of this permit application be expedited as much as
possible. Thank you for your cooperation and assistance in this
matter.
r S' Zrenn, ,y yours,
ee Mayor
Enc.
CC: Permit Section,
USAED/Savannah
MOTSU/Southport
HvO&A
OCM/Wilmington
,...
..
COME WHERE
Us owit of J.Kurr Vrar4
IKE tit $112 OE
P. O. Box #3 Phone [phone]
KURE BEACH, N. C. 28449
anuary 16, 1985
Permit Section
N.C. Office of Coastal Management
Dept. of Natural Reources and
Community Development
7225 Wrightsville Avenue
Wilmington, NC 28403
Gentlemen:
It is requested that a dredge and fill permit be issued
for construction of a wastewater effluent discharge pipeline
in the Cape Fear River at Kure Beach, North Carolina, as
shown on the attached sketch. A copy of a letter to the
District Engineer, USAED/Wilmington, explaining the details
of the project is also attached for your information and use.
In view of the fact that the design of the wastewater
treatment facility and effluent discharge line has been
completed, it is respectfully requested that approval of
this permit application be expedited as much as possible.
Thank you for your cooperation and assistance in this matter.
Sincerely yours,
Lee Wrenn, Mayor
Enc.
CC: USAED/Wilmington
USAED/Savannah
MOTSU/Southport
HVO&A
w

PERMIT TO EXCAVATE AND/OR FILL
APPLICATION
FOR
WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Departmentof the Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. . Applicant Information
A. Name TOWN OF KURE BEACH
Last First Middle
B. Address P. 0. Box 3
Street, P. O. Box or Route
Kure Beach North Carolina 28449 919/458-8216
City or Town State Zip Code Phone
11. Location of Proposed Project:
A. County New Hanover
B. 1. City, town, community or landmark Kure Beach, N. C.
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Cape Fear River
Ill. Description of Project effluent outfall
A. 1. Maintenance of existing project replacement 2. New work N/A
B. Purpose of excavation or fill
1. Access channel length width-depth
2. Boat basin length width depth
3. Fill area length width depth
4. Other Outfall pipeline length LQQ width depth _ 1-6 ?Sr?YiP4 ?? . 4-5 C. 1. Bulkhead length...... Average distance waterward of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 655 2. Type of material sand and silty sand
E. Fill material to be placed below MHW (see also Vi. A)
1. Cubic yards 655 2. Type of material sand and silty sand
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes R No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area Back in trench excavated for pipe burial
1. Location
2. Do you claim title to disposal area?_ No (State of North Carolina bottom lands)
D. Fill raterial source if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? N/A
F. I ype of equipment to be used Clamshell bucket
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
Use of Project Area (Describe)
r2. Commercial
3. Housing Development or industrial
4. Other Municipal wactPwntpr?tr eatmant fari 1 i fv
B. 1. Lot size(s)
2. Elevation of lot(s) above mean high water
3. Soil type and texture
4. Type of building facilities or structures
5. Sewage disposal and/or waste water treatment A. Existing Lagoon Planned Aerated la&oon
8. Describe - Aerated lagoordeffluent chlorination/discharge
6. Land Classification (circle one) DEVELOPED FD TRANSITIONAL COMMUNITY RURAL
CONSERVATION ?T (See CAMA Local Land.Use Plan Synopsis)
Vi. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity. or planned use of the
area following project completion? Yes_X._No
2. Typeofdischarge Treated wa_ctPC,tafar Pfflrant
3. Location of discharge See attached sketch
VU. Present rate of shoreline erosion (if known): - N/A
Vil1. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: - Not- 'known..
IX. Length of time required to complete project: 12 months
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on V X 11 white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by Cegistered or
certified mail or by publication (G.S. 113-229 (d))Enter date served JanuarvT;ifla 19a5
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Mx. James M. Ellis, Chief, Real Estate Div.. USABDJSavannah? Box 889 Savannah GA, 31402
Commanding Officer, Sunny Point Military Ocean Terminal, Southport, NC 28461
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
X11. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing,
)ATE January 3, 1985
Applicant's Signature
AF.-7 ¢FF ul:VFRCF c nr: Fr1R MAfi Mr. tNSTR1?r'T1r1N1S
OW 0
i

PROPOSED DIFFUSER
STRUCTURE(SEE DETAIL
SHT NO. 2)
_PROPOSED W'0
OUTFALL LINE
4
CAP
E FEAR
\ RIVER
6

EXISTING
WASTEWATER
TREATMENT
LAGOON
NOTES'(I)ALL SPOT ELEVATIONS
REFER TO MLW.
(2)MAP IS BASED ON N.H.
COUNTY TOPO MAP.
PLAN
F=200'
F4 WI NGTONIff P N
'6 a
421
WRIGHTSVILLE
BEACH
3
2t 1 87 if?lRE BEACH
PROJECT
ATLANTIC
OCEAN
78 o0'
VICINITY MAP
SCALE t°=8280 NC DOT MAP, NH COUNTY
EBB
FLOOD
FRINGING MARSH
9
PROJECT PLAN
PROPOSED EFFLUENT OUTFALL
. REPLACEMENT, MUNICIPAL
WASTEWATER TREATMENT FACILITY,
TOWN OF KURE BEACH, KURE
BEACH,NC
1/2 / 85
HENRY VON OESEN & ASSOC.
. P. 0. DRAWER 2087
WILMINGTON,NC 28402
SHEET I OF 2
i
4
i
two _ ? ?
4- 1-
3/4" MARINE PLYWOOD
4`-0°
?2 1/2" BLACK
4'x 8" TREATED WARNING
TIMBER ` SUBMERGED STRUCTURE
_jn 12"OUTFAL_ 11k
_ . _
2" BLACK
11 p
l"'
,
to t WASTEWATER OUTFALL DIFFUSER
FROM PLAN W 3/4" U-BOLT is AND RELEASE ZONE)
S. ST EL '
a NO SWIMMING OR FISHING
71,
WITHIN 50 FEET OF THIS STRUCTURE.
UNLAWFUL TO TIE BOAT TO PILINGS.
KURE BEACH P.W.D.
2-5/8"0 BOLTS, S. STEEL
W/S. STEEL WASHERS
WHITE BACKGROUND
PLAN
4-8'x 6"c 20 L.G.TREATED SIGN DETAI L

F PILINGS WITH REFLECTORS
'
"
® W/S.S. NAILS 1"=1
-0
S.S. CAP WAR ING
S1

N 3/4" MARINE PLYWOOD
333
b SEE ADJ. DETAIL
LV
ii
316 S.S.RISER,16

C EXCAVATION WINDROW:
M.N.W.
TO BE USED TO BACKFILL
f I ; - TRENCH AFTER PIPE IS
LACED.
' M.S.L:

I?
i fl 12-2'x 6" DIFFUSER
SLOTS AROUND RISER FILL w

i
- BOTTOM a
i+»
1
STONE
FROM ;I
i.
PLANT BASE ELL,16'
-10"x 16" CONC. INCREASER
ELEVATION
DIFFUSER DETAIL
1/411= 1'- 0"
12" DUCTILE IRON
OUTFACE PIPE.
SECTION
TYPICAL PIPELINE
PROPOSED STRUCTURE.
CAPE FEAR RIVER
N.H.' COUNTY, NORTH CAROLINA
TOWN OF KURE BEACH
P. 0. BOX 3
KURE BEACH. NORTH CAROLINA
1/2/85
HENRY VON OESEN a ASSOC.
P.O. DRAWER 2087
WILMINGTON,NC 28402
SHEET 2 OF 2