20060510 Ver 1_COMPLETE FILE_20060328

projects
Subject: projects
From: Joanne Steenhuis <[e-mail]>
Date: Wed, 19 Apr 2006 11:46:34 -0400
To: Ian McMillan <[e-mail]>, Jason Dail <Jason.Dail @ncmail.net>, Noelle
Lutheran <[e-mail]>, Doug Huggett <[e-mail]>, Henry Wicker
<Hcnry.M. W [e-mail]>
The following projects did not require a 401:
Southport Yacht Basin - Brunswick - CAMA Express (DWQ # 06 0511)
Gregory Potter - Brunswick - CAMA Express (DWQ # 060510)
Sorry, the express admin never entered these into BIMS, but they're in now.
1 of 1 4/19/20106 11:48 AM
0P-0510
L
A A Loot-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
Charles S. Jones, Director
William G. Ross Jr., Secretary
March 24, 2006
MEMORANDUM:
EXPRESS PERMIT
TO: Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection c' i7lJr;;
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Gregory Potter
Project Location: Along the 7800 block of East Beach Drive, adjacent to the Atlantic Ocean, in the
Town of Oak Island, Brunswick County.
Proposed Project: The applicant is proposing to install a sewer line extension along East Beach Drive,
between SE 78`h Street and SE 79th Street. The sewer extension would provide
sanitary sewer to nine, single-family residences.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by April 15, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper;
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NA1IE: Gregory Potter
2. LOCATION OF PROJECT SITE: The project is located along the 7800 Block of East Beach Drive, adjacent to
the Atlantic Ocean, in the Town of Oak Island, Brunswick Co.
Photo Index - 2000: 8-75, M-12,13 1995: 8-69, L-15,16 1989: 4 185 19 N-4,5
State Plane Coordinates - X: 2276911 Y: 57958 GPS - V-031410A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 03/14/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 03/22/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plau - Town Of Oak Island
Land Classificatiou From LUP - Developed
(B) AEC(s) Iuvolved: OH
Water Dependent: No
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing None Plauned: Municipal sewer
(F) Type of Structures:
Existing - Utilities, the site is located within the road right-of-way of East Beach Drive.
Planned - Utilities connection (sewer)
(G) Estimated Annual Rate of Erosion: 4.0 ft./yr.
Source - 1998 LTAASCR
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands (Open water)
(C) Other - Highground
(including utilities disturbance) 1,410 sq. ft.
disturbed
(D) Total Area Disturbed: 1,410 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUNINIARY: The applicant is proposing to install a sewer line extension along East Beach Drive,
between SE 78`x' Street and SE 79'' Street. The sewer extension would provide sanitary sewer to nine, single -family
residences.
N_tr.. Potter
Page Two
9. PROJECT DESCRIPTION
The applicant has requested that the attached application be processed under the Express Permit Review
Program.
The project site is located along East Beach Drive, between SE 78"' Street and SE 79"' Street, adjacent to the Atlantic
Ocean, in The Town of Oak Island, Brunswick County. To find the property, take N.C. Highway 17 south from
Wilmington and turn left on N.C. Highway 87. Head south on N.C. Highway 87 and turn right onto E. Oak
Island/Yaupon Drive. Travel w,;st approximately 0.5 miles and turn left onto SE 78"' Street. The subject property is
located on the left hand side of Each Beach Drive. The subject site is bordered by residential properties.
The project area is essentially located within the road right-of-way of East Beach Drive. The area is comprised
primarily of mostly lawn grasses and is bordered by species such as Live Oak (Quercus laurifolia) and Southern
Wax Myrtle ('6lerica cerifera). Other utilities are located within the road right-of-way of East Beach Drive.
The waters of the Atlantic Ocean are classified "SB" by the Division of Water Quality. The area is NOT
designated as a Primary Nursery Area by the Division of Marine Fisheries. According to maps provided by the
Shellfish Sanitation Section the area is NOT open to the harvesting of shellfish.
The long-term average annual erosion rate for this area of Oak Island is 4 feet/year. The 100-year storm recession line
for this area is 300', creating a total Ocean Erodible Area AEC of 525'. An Area of Environmental Concern (AEC)
hazard Notice was provided to the applicant, informing him that the project site is located in the Ocean Erodible Area
and High Hazard Flood Area. Studies indicate that the shoreline could move as much as 300' landward during a major
storm event. Flood waters associated with a major storm could potentially reach 18' in the area surrounding the project
site. According to the survey provided by the applicant, the First Line of Stable Vegetation is located approximately
135' south of the southern most property line.
PROPOSED PROJECT
The applicant is proposing to install an 8" x 175' sewer line to service five Lots located on the eastern and western
side of East Beach Drive. A sewer line would run from east to west along the southern shoulder of East Beach
Drive, within the road right-of-way. The line would connect to the terminal end of the existing main line located at
the end of 79"' Street. The sewer line extension would begin at the intersection of SE 79t" Street and East Beach
Drive and would extend towards the west before terminating at the intersection of SE 78 Street and East Beach
Drive. A 3' wide x 4' deep x 175' long trench would be excavated for installation of the sewer line. Ten individual
taps have also been included in the application package. The taps would provide sanitary sewer for ten single-
family residences. Six taps would be installed on the southern side of East Beach Drive and four on the northern
side. The main sewer line would be located outside of the 60' small structure setback, but within the 225' large
structure setback. The applicant has received approval from the Division of Water Quality, under Permit#
WQ0024127, for extension of the sewer line. Additionally, the applicant has received approval from the Town of
Oak Island for allocation of wastewater for the proposed residence located at 7709 East Beach Drive.
10. ANTICIPATED IMPACTS
The initial construction would result in the disturbance of approximately 1,410 sq. ft. of high ground. According to
the Division of Water Quality, the applicant has received approval for a sewer line extension, under Permit #
WQ0024127.
Submitted by: Jason Dail Date: 3/22/06 Office: Wilmington
Form DCNI-NIP-1
APPLff U""A'd'?ON
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name _<L"
Address _7?0 .. y 7
City ll?e State /, %
Zip--?-Sf/? S Day Phone /?- 371- i3 3
Fax :;,? 7?
b. Authorized Agent:
Name --?1r c
Address
b. City, town, community or landmark
/1'c!•
c. Street address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? - Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)
4??f'? ?cc.,..
3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.

City
Zip Day Phone
Fax
c. Project name (if any)
State
N07F. PervzU will be issued in nanr of l=do»ner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. Is the proposed activity maintenance of an existing
project, new work, or both?
c. Will the project be for public, private or commercial
use? ;1
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.

a. County Jn 17d fir ,
l J ?.s `I.ll ?Cd
2006
Revised 03145 DIVISION OF
1'0A8TAL MANAGEMCNT
g
Form DCAi-I11P-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
° A Stormwater Certification, if one is necessary.
° 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
?,?c f?G 1. ?iE;v n 5
Name
Address
Phone ._T
Name
Address ?R??tv <L'.?7[?rnec Jac.
Phone ?T« { 4[ r_ [ wN.f 1/.a- J -i
Name fT
Address <3t 9
Phone s
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
° A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
° A signed AEC hazard notice for projects in
oceanfront and inlet areas.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ;-i the permit.
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.
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.
This is the 7 day of 19
Print Name
Signature
I?+downer or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
° A statement of compliance with the N.C. NOTE. Please sign and date each attachment in the
Environmental Policy Ad (N.C.G.S. 113A - 1 to space provided at the bottom of each form.
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina y - ?, T
Environmental Policy Act. (;?
-/
MAR 1 2006
Revised 03/95
DIVISION OF
"A 13TAL MANAGEMENT
I
Form DCh1-N P-3
'UPLAND
"'DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-bfP-l: 'Be sure to complete all Permit may also require a Stormwater Certificatio

other sections of the Joint Application that relate.to this n.
Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?

a. Type and number of buildings, facilities, units or Yes - No
If yes, date submitted
structures proposed
i. Describe proposed method of sewage disposal.
b. Number of lots or parcels Z_
j.
c. Density (give the number of residential units and the Have the facilities described in Item i. above
received state or local approval?
units per acre) (A=ch appropriate documcn=on)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface' runoff

including roads, ditches, etc. ,
sanitary wastewater, industrial/commercial effluent

S'7G X 3 ,
'wash down' and residential discharges).
e. If the proposed project will disturb more than one -
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land --
Respurces? Yes No
If yes, date submitted m. Will water be impounded? Yes - No
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, whey.
was the lot(s) platted and recorded?

Cr
Give the
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vehicular driveways or parking. Cl P-W
Revised 03195

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MASTER LEGEND
EXISTING FEATURES
0- IRON FOUND
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ee WATER VALVE
WATER Ll ETER
FIRE HYDRANT
SANITARY SEWER/MANHOLE
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-?- UNDER GROUND ELECTRIC
-k- UNDER GROUND TELEPHONE
TELEPHONE RISER
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-Z-?- FIRST LINE OF VEGETATION
PROPOSED FEATURES
GRAVITY SEWER LINE
O SANITARY SEWER MANHOLE
*-, SANITARY SEWER SERVICE LATERAL
SANITARY SEWER EXTENSION FOR
GREGORY A. POTTER
TOWN OF OAK ISLAND, NORTH CAROLINA
MARCH 2006
INTRACOASTAL WOTERW'AY
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PROJECT
CORRIDOR ?
VICINITY MAP
NOT 10 SCALE
PREPARED BY
909 uARNET STREET
/?/ MLLNGTON, NC 2WI
AfK [phone]
DDICKSON ONice L-1-
cammunlty Infrastructure consultants North Coroimo C"orgro
Swth C.'N.m Fl-do
PROJECT No. 40173.00.WL
LIST OF DRAWINGS
COVER SHEET
C-1 PLAN & PROFILE \ EAST BEACH ROAD - STA. 0+00 - 3+50
C-2 SANITARY SEWER DETAILS
1 1 -
n
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r,,,iISION OF-
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RELEASED FOR CONSTRUCTION
III,
STANDARD MANHOLE PRECAST CONCRETE -- NOTES"

FRAME k COVER,
GRADE ADJJSTMENT .
SEE DETAIL RINGS-MIN. i NIGH 1. NEOPRENE BOOT, KOR-N-SEAL OR
(MAXIMUM OF 2) EOUAL, TO BE USED ON All PRECAST
BITUMINOUS MANHOLES WITH ALL TYPES OF PIPES.
IMPREGENATE
YARN FRAME SEAL 2. PIPE CLAMP (300-$ER;E$ NON-
MAGNETIC CORROSION-RESISTANT
TYPE 'N' MASONRY _ __ STEEL).
MORTAR
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, 3. EXPANSION BAND (KORBAND 6061-T6
ALUMINUM ALLOY WITH A BUCK
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SECTION (TYPICAL) ANHOLF
STEPS-T6' NEOPRENE

I- BUM MASTIC O.C. VERT.
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ROPE SEALER MAXIMUM
NOTE
5' MIN 3
PRECAST 48• MANHOLE
SECTIONS AS REWIRED 4'-0'
ASTM C418. INTEGRAL
FLOOR, UNLESS
' ,--CONCRETE
SHOWN OTHERWISE B ?a SEE NOTE
TYR, , -? 2
CONCRETE
AGGREGATE BED,
NO, 57 STONE
CONCRETE BASE
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
1 -1F
2• 9•
STANDARD MANHOLE STEP
NOT TOO SCALE
?-DIRECTION OU ROW
START LAYING AT LOW END AND BUILD AGAINST DIRECTION OF ROW
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8
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PVC PIPE- D.I.P. IN ROCK
ALL TRENCH T)EF'S & WET CONDITIONS
EARTH BACKFILI COMPACTED
TO 90% MINIMUM-HAND
TAMPING, TO 95% UNDER OR
ADJACENT TO STRUCTURES
\
NOTES:

1. STONE OR GRAVEL TO BE WELL TAMPED. 5'* WIN
SIZE 1/2" TO 1-1/2". INn 2?F tN UNIT ?j.
PRICE 11'0 FOR PIPE

2. HAND CARVE BOTTOM AND SHAPE FOR
EXCAVATE
F P
P
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LOWER OUADRANT O
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ADDITIONALLY FOR BELLS. ?NV/jA//Aj,?/ f??/j,?
3. TRENCH SHEETING DRIVEN BELOW INVERT HAND CARVE
MUST NOT BE REMOVED, AT BELLS
D.I.P. NORMAL
STANDARD SEWER LI
NOT TO SCALE
Awa NE TRENCH
2' 1-2 ASPHALT, MIN.
OR EXIST. THICKNESS
8' ABC STONE
COMPACTED TO
95% DENSITY.
12'
MIN.
23 1/2'
COYER
MACHINED
SURFACE
25 1/i
23 3/4-
22' ID.
(4)-1/2• DIAL
X 2' LC. S.S.
BOLTS
TOP OF (2) NON-PENETRATING
COVER PICKHOLESi
ANCHOR HALES /hJ. O
(4) T' CIA
1/e' T
GASKET

B'^a' BOLTING LUG J '
HOLE
25' (4)-1/2' DIA.
331/i• X 2' LG. S.S.
BOLTS
FRAVE
NOTES:
1. MATERIAL: ASTM-A48 CLASS 30 B GRAY IRON.
2. USE USF 669, NEENAH OR APPROVED EQUAL.
3. COVER WG T: 125 LBS. APP.
RING WGT:
W 190 LBS. APPL
ATERTIGHT
MANHOL E RING & COVER
NOT TO SCALE
12 EXISTING ASPHALT
MIN.
36' M'N,
COMPACTED BACKFILL J MAIN
95E MAx. DR7 CENSITY
d+2a'
OPEN CUT & PATCH
DETAIL - ASPHALT
NOT TO SCALE
SECTION A-A
CLEANOUT PAD DETAIL
NOT TO SCALE
MATCH
PIPE CROY
Fx P
ECCENTRIC --? FERNCO ECCENTRIC COUPLING
BUSHING FOR CONNECTING PIPES OF
MANHOLE BASE SECTION UNEQUAL DIAMETER, OR
NEOPRENE BOOT MAINTAIN APPROVED EOUAL
EXPANSION BAND CONTINUOUS
FLOWJNC?
GROAT AROUND PIPE-TO
BE RUSH WITH INSIDE .... ..
FACE OF BASE SECTION
PVC DUCTILE IRON PIPE
CRAI7TY SEWER MANHO[E ABS PIPE
3 MAX. INVERT
d

PPE CLAMP
< .. .. _ a. SECTION
AGGREGATE STONE FERNCID 1056 SERIES W/
BEDDING, MIN. 8' STAINLESS STEEL CLAMPS
NOTES., TOP k SIDES, 6' AND SHEAR RINGS, OR
BOTTOM, TYPICAL APPROVED EOUAL
1. MATERIAL SPECIFICATIONS:. NEOPRENE BOOT - ASTM C-923; PIPE
CLAMP k EXPANSION CLAMP - STAINLESS STEEL. ASTM C-923. --
2. Two PIPE CLAMPS REQUIRED FOR PIPE D.D.'S 15' AND LAPCCR. PVC OR

ABS PIPE DUCTILE IRON PIPE
STANDARD MANHOLE BOOT
N0T TO SCALE
ELEVATION
NOTE. SEE STANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
'rye BEYOND COUPLING.
PRECAST MANHOLE P yi( ,/•?
A a t;-1 ?? l?'X ..1
COHERE E BENCH Lf ' ? STANDARD SEWER LINE COUPLING
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18'-24' 5' 5' 12' S'
> 24• 6' 6• 12' S'
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AS REO'D B' 8' 12• 10'
?- E' fFAN1Y SEWER
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C A SCH-40 PY PIPE (ALL YRVCE PPE AND F1mN45)
l 8'x8'X4 WYE WIN SC-40 SOLVENT WEEDED
BRANCH. OR SDR-35 10i SCH-40 SDLVLNT WELDED
ADAPTER. 8-INCH EITTINCS SHALL BE GASKET
014TS
I
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i ,
UIVISIOi`11CAL GRAVITY SEWER SERVICE
"; is I ASTA L 1v0 ."','A AG E Mi E N?+OT TO SCALE
TPEA! D 4.4
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1. DOG HOUSE MANHOLES SHALL ALSO COMPLY
ELEVATION WTH STANDARD DETAILS FOR PRECAST
CONCRETE MANHOLES.
DOGHOUSE MANHOLE
NOT TO SCALE
CPA
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'
SLOPE Tw OF
PACTED SOIL wq
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DIAMETER. 3
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NOTE: ALL YRVCE PIPE AND FITTINGS SHALL BE
5CH-40 WTH SOLVENT WELLED FITTINGS
SECTION A-A
SECTION OF
J PRECAST MANHOLE
L GROUT
CONNECTION
?"°?yr'ra RELEASED FOR CONSTRUCTION
BATE Oa . GS''S
RELEASED FOR
$ Ac909 MARKET STLT SANITARY SEWER EXTENSION FOR
WILMINGTpI. NC
C 2
K 164Q0001 ""tS GREGORY A. POTTER
FY AY`
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15/16'
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CONCRETE CLEANOUT
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PVC FEMALE X SIP ADAPTER
STANDARD MANHOLE CHANNEL & BENCH
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