20090616 Ver 1_CAMA Application_20090528

Beverly Eaves Perdue
Governor
May 27, 2009
-=?Aj'A
- 09-0616
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson Dee Freeman
Director Secretary
MEMORANDUM: O ? w /7::4 r=
TO: Cyndi Karoly \?
Division of Water Quality MAY 2 8 2009
DENR - WATER QUALI tY
FROM: Doug Huggett WETLANDS AND SToRMWATER BRANCH
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Sleepy Creek Farms, Inc. (Sunset Villas)
Project Location: The project site is located on Old Causeway Road, Atlantic Beach, Carteret
County.
Proposed Project: The applicant is proposing to reconfigure the existing docks, fingers and
pilings, 20 slips, remove the existing boat ramp, add two sections of bulkhead,
place 10 boatlifts within slips 1,3,5, 7,9,11,13,15,17 and 20 and all existing &
new high ground development.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
06/17/2009. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
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.
40%M Ave , Marehead City, WC 28557-432:1 DATE One
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaoement.net ort aro Ina
An Equal Opportunity \ Affirmative Action Employer Alatimally
Major-Permit Fee Schedule
Circle One

DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if AA C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(Se ached) can be applied: $400 100%($400) 0%($0)
III(C). if )Geral Water Quality
Cerlifica No. 3490 (see
atta d) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
Iil(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check # - I?
Amount "C qo?
Project
Name
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Sleepy Creek Farms (Sunset Villas) C/O Jim Maxwell
2. LOCATION OF PROJECT SITE: 103,105,107,109 and 111 Old Causeway Road in Atlantic Beach
(previously the Sundowner Motel)
Photo Index - 2000: grids 40-511 (K-7&8)
2006: grids 40-8086(K-8), (L-7&8)
State Plane Coordinates - X: 2679386.678 Y: 355000.214 Rover: J042109A
Longitude: 76°44'21.65540 Latitude: 34°42' 14.97620
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/21/2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 5/11/2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Atlantic Beach dated 1993
Land Classification from LUP - Residential/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: docks /slips (yes), high ground work(no)
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - septic systems
Planned - none
(F) Type of Structures: Existing - docks boat ramp,
bulkhead, two incomplete duplexes three lots
and driveways
Planned - bulkhead, docks, boat ramp removal, boatlifts
and pilings.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water N/A N/A 9,900 ft2 Inc.
6,318 ft2 Shaded
(B) Coastal Wetlands N/A N/A 40ft2 Inc.
40ft2 Shaded
(C) High Ground N/A 28,084 ft2 N/A
(D) Total Area Disturbed: 38,024 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: No
8. PROJECT SUNiVi IARY: The project proposed is to reconfigure the existing docks,
fingers and pilings, 20 slips, remove the existing boat ramp, add two sections of
bulkhead, place 10 boatlifts within slips 1,3,5,7,9,11,13,15,17 and 20 and all existing and new high
ground development. The purpose of this project per the applicant is for better use by the condo owners.
Field Investigation Report:
Sleepy Creek Farms Inc.
(Sunset Villas)
Page 02
9. Narrative Description
The Sunset Villas project is located at 103,105,107,109 and 111 Old Causeway Road on Atlantic Beach
and is adjacent to Causeway Canal. This property was previously known as the Sundowner Motel. The
property has been subdivided into five separate parcels. The property is .92 acres in its entirety or .184
per parcel and is an average of 5' above NHW. The site currently has two existing duplex/ condos with
septic system, three vacant lots with septic, boat ramp, canal, docks with finger piers and pilings,
driveways and existing impervious surface which totals 47 % within the AEC. There are 25 slips
currently onsite however after the reconfiguration there would only be 20 slips.
There is a fringe of coastal marsh along the south side of the property along the east canal. It is located
waterward of the existing bulkhead and landward of the existing docks. It consists of Spartina alterniflora.
The undeveloped portion of the high ground is comprised mostly of grass, a few cedars, yucca and scrub
bushes. The developed portion of the high ground contains two duplex/condos with septic and driveways
which still are in the process of completion. The duplexes previously were permitted under minor permit
# 10-05 which expired on December 31, 2008. All high ground work has now been submitted for major
permit review. The proposed development is a private project. There is a commercial property to the
south and a Carolina Power and Light sub station to the north of the project. area.
Atlantic Beach's Land Use Plan classifies this property as Residential with all AEC's classified
Conservation. This section of Causeway Canal is not designated as Primary Nursery Area and is closed to
the taking of shellfish. Causeway canal within this area carries a water classification of SA/HQW.
Riparian corridors have historically been drawn as property line extension within this area. Substrate is
mostly sand and silt. No SAV's or shellfish beds were observed within the proposal project area.
10. Project Description:
The current proposal is for the removal and reconfiguration of the existing docks, removal of the existing
boat ramp, the addition of sections of bulkhead, reduction of the number of slips from 25 to 20 and the
development of all existing and new high ground work.
The applicants are proposing the reconfiguration of the docks and all associated pilings and fingers. There
are 25 existing slips currently which would be reduced to 20 once the reconfiguration has been
completed. Dock "A" would be 6' x 300' and run parallel with the canal. There would be eight 3' x 25'
finger piers which would extend waterward from dock "A". They would house slips 1-16. Dock "B"
would extend west from dock "A" for a total of 26' and then would turn south for a total of 60'. There
would be two 3' x 28' finger piers which would house slips 17 - 20. There would be eight 12' x 13'
boatlifts installed within slips 1, 3, 5,7,9,11,13 and 15. The remaining two boatlifts would be installed
within slips 17 and 20 and would be 16'x 13'. A total of nine pilings would be installed within various
locations of the slip areas. The typical boat would be less than 30' average and open runabout. All
development would remain inside the slip areas and would not extend farther than 25' waterward of the
nhw for slips 1-16 and no more than 65' from the existing bulkhead for slips 17-20. The width of the
canal is an average of 150'.
The applicants are proposing to remove the existing boat ramp so this area can be converted into a boat
slip. A total of 50.cubic yards of sand and concrete would be removed below nhw. The concrete would
Field Investigation Report
Sleepy Creek Farms Inc.
(Sunset Villas)
Page 03
be trucked to an approved site and the sand would be disposed of on lot 6. The dimensions of the disposal
area would be 10' x 60' and located a minimum of 30' above the nhw. This material would be used for
the new duplex/condo unit permitted tinder minor permit # 10-05. The. new bulkhead sections would be
vinyl with a total length of 37 linear feet with a F width. The bulkhead sections would be located at or
above the nhw contour. The first 16' section of bulkhead would be located at the old boat ramp area. This
would be used to stabilize this area once the boat ramp has been removed. A total of 35 cubic yards of fill
material would be used for the backfill of this area to bring to existing grade. These dimensions would be
16'x 20'x 3' in height. The next 21' section of bulkhead would be located at the south end of the docks
and property. It would be installed to tie into the neighboring existing bulkhead. There would not be any
fill placed below nhw within either section of bulkhead.
The applicants are not proposing any excavation within the slip areas due to sufficient water depths. The
average existing depth within the slip areas are -4.0' nlw.
The upland development was previously permitted under minor permit # 10-05. This permit expired on
December 31, 2008. There are two existing duplexes which at this time have not been completed and
three duplexes proposed. There would be 10 residential units with 10 units per acre. The duplexes would
be of two story design with dimensions of 50' wide and 55' long. The percent of impervious within the
AEC is 47 % which was reduced from the existing impervious (Old Sundowner Motel) of 67 %. The
entire tract to be covered by impervious would be 39.6%. A total of 28,084 square feet would be graded,
filled or disturbed during the upland development.
11. Anticipated Impacts:
The proposed docks and fingers would shade 6,318 ft2 and incorporate 9,900 ft2 of open
water within the canal area. Dock B would shade and incorporate 40 ft2 of coastal
wetlands. A total of 28,084 ft2 of high ground would be graded, filled and disturbed. The setting of
pilings would cause an increase in temporary turbidity. There would be no hindrance to navigation due to
all work being inside of the existing slip areas.
Name: Heather Styron Date: 5/14/09 Morehead City
.wZPI?vj AS, ?i;?
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Beverly Eaves Perdue
Governor
MEMORANDUM:
TO: DOUG HUGGETT
FROM: HEATHER STYRON 446
THROUGH: TERE BARRETT
Natural Resources
James H. Gregson
Director
Dee Freeman
Secretary
May 19, 2009
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- SLEEPY
CREEK FARMS INC. (SUNSET VILLAS), OLD CAUSEWAY ROAD, ATLANTIC BEACH
The following are my comments and recommendations regarding the aforementioned proposal. The
proposal is for the demolition of existing docks and associated fingers/ pilings, reduction in slips from
25 to 20, new bulkhead placement, (10) 12' x16' boatlifts, the removal of an existing boatramp for the
use of the condo owners and all high ground work for existing and propsed units. There would be a total
of 20 slips numbered 1-20. Slips 1,3,5,7,9,11,13,15,17 and 20 would have the ten boatlifts installed. A
total of 9 tie pilings would be located within the new slips areas. The applicants propose to install a 16'
section of bulkhead to enclose the existing boatramp at the north end of the slip areas and a 21' section
at the south end of the slip area. The bulkhead would be vinyl and total 37'. The new sections would tie
into the existing bulkhead. A total of 35 cubic yards of backfill material would be used to fill landward
of the new section which would enclose the boatramp area. The average existing depth is currently -
1.4' nlw in the slip areas. All work would remain inside of the slip areas and would not extend farther
than 25' waterward of the nhw for slips 1-16 and no more than 65' waterward from the existing
bulkhead. All high ground work was previously permitted through Minor Permit number 10-05.
However, this permit expired on 12/31/08. There are two existing duplexes that have not been
completed and three new duplexes proposed. The dimensions are 50' x 55' and of two story design.
The proposed work is consistent with 15A NCAC 7H.0208 and .0209 and therefore the Morehead City
District Office recommends the project be authorized as proposed on plats dated received May 11,
2009, contingent upon all applicable general conditions and the following standard conditions:
• The number of wet slips shall not exceed 20.
400 Commerce Ave., Morehead City; NC 28557
Phone: [phone]i FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity Affirmative Action Employer
NorthCarolina
Natmrall?
• The new bulkhead sections should be in place before any grading or filling occurs.
• The length of the proposed docks and fingers shall not exceed the distance as shown on the plats.
• No work should hinder navigation in any way.
• All high ground development within the 30' buffer shall remain over the existing impervious
permitted through the previous expired minor permit # 10-05.
Cc: Tere Barrett, DCM
Dave Timpy, COE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 'ti Affirmative Action Employer
NorthCarolina
'V
,,/
p
AM MP-1
APPLICATION for
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Sleepy Creek Farms Inc Project Name (if applicable)
Sunset Villas
Applicant 1: First Name
Jim MI Last Name
Maxwell
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
938 Millers Chapel Rd PO Box City
Goldsboro State
NC
ZIP
2 34 x153 L4 Country
USA Phone No.
919 - 778 - 3130 ext. FAX No.
-
Street Address (if different from above) City State IF
Email
2. AgentlContractor Information
Business Name
Stroud Engineering, Pa
Agent/ Contractor 1: First Name MI Last Name
Ronald D Cullipher
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
151A Highway 24 Morehead City INC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 7479 ext. ext.
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
Form DOM MP-1 (Page 2 of 4)
APPLICAT;CN for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret Old Causeway Rd Block 19 SR 1205
Subdivision Name City State Zip
Atlantic B each NC' 2851
Phone No. Lot No. (s) (if many, attach additional page with list) -
- - ext. 2, 3, 4, 5, 6
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Whiteoak Manmade Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
?Natural ®Manmade ?Unknown Bogue Sound
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.
Atlantic Beach

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
300 FT .92
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
.184, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ?NHW or ®NWL
e. Vegetation on tract
Grass & Landscaping
f. Man-made features and uses now on tract
Residential Duplex Condo units
g. Identify and describe the existing land uses adjacent to the proposed project site.
Boat storage yard to the south. Progress Energy Substation to the North
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (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?
<Form continues on next page>

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.
Wastewater treated by Onsite Septic
o. Describe existing drinking water supply source.
Town of Atlantic Baech public water
p. Describe existing storm water management or treatment systems.
Infiltration Chambers provided for excess runoff
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.
The purpose of the project is to reconfigure existing docks on site for use of the condo owners. Boats lifts will also be added.
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.
Jet pump, Barge, Excavator stored onsite
d. List all development activities you propose.
The development will include the removal of existing docks for replacement, removal of an existing boatramp, and the
construction of 20 slips. 4 slips will be provided per lot.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 28,084 ®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.
None
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.
<Form continues on back>
Form D'-'M ,VIP-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) - (0 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 pia' (including plait View and cross-sectional drawings) drawn to scale. Please gyve 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 Rhonda G. Cooper Phone No. 252-726-3471
Address 108 S. 10"' St. Morehead City, NC 28512
Name Progress Energy Phone No. 1-800-452-2777
Address PO Box 1551, Raleigh, NC 27602-1551
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.
CAMA Minor Permit # 10-05 issued 9/12/05
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 fo 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 the conditions and restrictions contained in the permit.
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 S' t - O Print Name David Gamba (Authorized Agent)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL) stabilization)
Length 25 FT
Width
15 FT
Avg. Existing
Depth NA NA 1.4 FT NLW
Final Project
Depth NA NA 5 FT NLW
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Concrete and Sand
50 CY to convert old boat ramp into boat slips and bulkhead
after concrete removal
(CF/27 = CY 25X1 5X3.6 = 1350 /27 = 50 CY)
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB), NA
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:
Remove boat ramp and convert to boat slips
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Sand on High Ground Onsite Lot 6. Concrete to approved 10'x 60' on Lot 6
dump
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ?Yes NNo ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes NNo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
DISPOSAL OF DREDGE MATERIAL
252-808-2808 :: 1-888-4€tCOAST :: www.nccoasta€mana gment.not revised. 12/26;06
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
ZBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Vinyl Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
Approved sand mine
b. Length: 37'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Sand
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? NYes [:]No NA
If yes,
(ii) Amount of material to be placed in the water 35 CY to fill
old boatramp landward of new bulkhead 16'X20'x 3' avq = 960
CF/27= 35 CY)
(iii) Dimensions of fill area 16'X20'x 3' avq
(iv) Purpose of fill
Remove and fill old boat ramp after bulkheading and
construct new bulkhead on southern end of property
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL NNone
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt Fence Backhoe
c. (i) Will navigational aids be required as a result of the project?
?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
4-21-09
Date
Sunset Villas
David Gambardella (Authorized Agent)
Applicant Name
Project Name
252-808-2808 :: 1-888-4RCOAST :: vvww.nccaastaImanagement. net revised: 1217-6106
Applicant Signature

252-808-2808:.- 1-838-4RCOAST :: www.ncc_oasfatmanaciement.net revised: 12/26/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
3ENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
3 Residential Duplex's Proposed, 2 existing duplexs to be
completed. 5 total
c. Density (give the number of residential units and the units per
acre).
10 residential units. 10 units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No NNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
5
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
28084 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
47%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
39.6%
j. Describe proposed method of sewage disposal.
On site septic
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 5/11/09
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
GCjvc -tt+o? n C
See a.ttsckJ
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Town of Atlantic Beach
o. When was the lot(s) platted and recorded?
2/2005
n. (i) Will water be impounded? ?Yes ?No ?NA
(ii) If yes, how many acres?
$f?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
?-- /Y - QT
Date
Sunset Villas
Project Name
David Gambardella (Authorized Agent)
Appl' Name
/-- .
Applicant Signature
Foram 0OM MP-4
STRUCTURES
(Construction within Public Trust Areas)
"teach this for to Joint Application for 'AMA Major Periiiit, Form DCM MP-1. Be sure to cornpieie aii other sections of the joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes NNo
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length Dock A: 300' Dock B: 86'
(iv) Width 6
(v) Floating ?Yes NNo
e. (i) Are Platforms included? ?Yes ENo
If yes:
(ii) Number _
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
20
(ii) Number of slips existing
25 to be removed and replaced with 20 slips
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
k. Typical boat length: 20'-30'
m. (i) Will the facility have tie pilings?
®Yes ?No ,
(ii) If yes number of tie pilings?
9
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 10
(iii) Length 25'-28'
(iv) Width 3
(v) Floating ?Yes ENo
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 10
(iii) Length 12'-16'
(iv) Width 13'
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 20
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open Runabout
1. (i) Will the facility be open to the general public?
?Yes NNo
252-808-2808 :: 1-888-4RCOAST :: www,nccoastainiaiia enient.net reprised: 12i27106
2. DOCKING FACILITYIMARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: NA; Location: NA
? Showers
? Boatholding tank pumpout; Give type and location: NA
b. Describe treatment type and disposal location for all sanitary wastewater.
NA
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles will be provided dockside
d. How will overboard discharge of sewage from boats be controlled?
"No Sewage Discharge" sign
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 on main dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
NA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No Fuel Provided
j. What will be the marina policy on overnight and live-aboard dockage?
NA
k. Describe design measures that promote boat basin flushing?
NA
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ONo
252-803-2803 :: 1-888-4ftCOAST :: vvwvv.nccoastalmanagEment.net revised: 12127106
n. is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 sf ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
??. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, F_xcavation and Fill.) P This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-8884RCOA.S1':: ww,.,r.ticcoastalnIiaina enlent.net revised: 12127/06
a. Proximity of structure(s) to adjacent riparian property lines
On Riparian Line. 15' setback waiver requested
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
i 50' aV
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
10 FT
d. Water depth at waterward end of structure at NLW or NWL
4 FT Average NL
8. OTHER ®This section not applicable
a. Give complete description:
4-21-09
Date
Sunset Villas
Project Name
David Gambardella (Authorized Agent)
Applicant Name
L?
Applicant Signature
252-808-2808.: 1-888-4RCOAST :: www.nccoastalmanaciement.net revised: 12127106
Narrative
Stormwater Exemption Narrative
Sunset Villas
May 11, 2009
Owner:
Jim Maxwell
Sleepy Creek Farms Inc.
938 Miller's Chapel Rd
Morehead City, NC 28557
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
1. General Information
a. Name:
Sunset Villas
b. Address:
103-111 Old Causeway Rd, Atlantic Beach, NC 28512
c. Acreage in Tract:
.92 Acres
d. Disturbed Acreage:
.65 acres
e. Wetlands Acreage:
.015 acres CAMA wetlands below NHW
f. Ownership Information
See attached from secretary of state.
g. Development Proposal

The Sunset Villas is a proposed 5 lot, 5 duplex project. It was previously the site of the Sundowner
Motel. The owner would like to redevelop the site into 10 units (5 buildings), with driveways, parking, and
new wooden dockage. Lots 3 and 4 have already been developed under Minor CAMA permit # 10-05
issued on September 12`h, 2005 which has since expired. Existing impervious area from the Sundowner
Motel will be decreased by approximately 11,175.25 square feet.
Lot 2 PIN: 637516944786000
Lot 3 PIN: 637516944840000
Lot 4 PIN: 637516944816000
Lot 5 PIN: 637516943970000
Lot 6 PIN: 637516943945000
h. Pre 1988 BUA
Existing structures on property were built prior to 1988. Total square footage of the existing
building onsite was 17,714 s£ The concrete sidewalks and parking totaled 6,930 s£ The gravel drive to the boat
ramp totaled 2,412. Total existing impervious on site was 27,056 sf or 67.51%.
i. Phasing of Project:
There is no stormwater phasing associated with the project
j. Proposed wastewater and water supply.
Domestic water will be supplied by the Town of Atlantic Beach. Wastewater will be treated by the
onsite septic..
File: f/Public/Master/Drawings/1271/pm1271doe/pml271nar.doc
k. Historic Sites
There are no known historic sites associated with the parcel.
1. Non-Compliance
There are no known non-compliance issues.
1I. Stormwater Information
a. Project is located in the White Oak River Basin. Project is draining to Bogue Sound. The water
classification is SA/HQW and the stream index number is 20-36-(8.5).
b. The stormwater design is redevelopment based upon reduction in built upon area after development.
c. The proposed total impervious area is 39.63%
d. Stormwater runoff is proposed to be treated and by Hancor Landsaver chambers and sheet flow.
e. 6,023.56 sf of BUA is proposed to be collected and infiltrated.
f The project has the 30' CAMA Buffer.
g. The has the 75' AEC.
h. There is no off site runoff coming onto the site or into the proposed BMP
i. Road construction access across other property is not necessary to access this project. -
j. A soil evaluation has not conducted on site
III. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
IV. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented updated coastal stormwater
regulations in coastal counties on October 1", 2008. These regulations are detailed in Session Law 2008-211
Senate Bill 1967 section 2.(d).3. These rules allow an exclusion for redevelopment activities that result in no
net increase in built upon area and provide stormwater control equal to previous development.
CA% '',
.?? O ,.••'""•••..?i onald D. Cullipher.E. Date
?•; ?FESSi0 .ti
SEAL 00
13343
?'• 2 •%?GINE?.•'.????.
"ef,tell its
File: f/Public/Master/Drawings/1271/pml271doc/pm1271nar.doc
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EIP EXISTING IRON PIPE EXISTING STRUCTURES ~
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PG PAGE EXISTING DOCKS -a.ts Z~ -11.72 -11.72 ~ ~ J ~ ~ ~ 519 ~ l
HVAC HEATING AND AIR CONDITIONING UNIT ~ BULKHEAD ' \'4 MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CONCRETE EX 1 ST I NG 1 MPERV I OUS ~ ° ° CONC MONUMENT 'AAA ECM EXISTING CONCRETE z~g°
OHE OVERHEAD ELECTRIC ,r Ex. DocKS orST~~'c CLIENT SLEEPY CREEK FARMS INC DESIGNED
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RCP REINFORCED CONCRETE PIPE 0 EXISTING PILES STROUD ENGINEERING P.A. APPROVED
RDC 151-A NC HIGHWAY 24
n t SCALE. 1 = 30 °s~,;°•:t'RNy~~"° TM EAD CITY', N.C. 28557 DATE: d °ig°p66°
SHEET #1 OF 2 ~PL~ ~awm 52) 2 7 7479 4/10/09
PROJECT PM1538-1 SCALE:
DESIGN FILE 1538/1538-1/CAMAMAJORAPPLICATION.DGN 111. 301 R NALD D. CULLIP ER .E.

-
~ / / ~ ELECTR I C
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,'I -s.3s ~ , EANING~ ~ ~
REDEVELOPMENT DATA ~ °-6.37 j ~'~r'
~ ,3 . ° , EX. DOCKS ° .ass ~ -5.10 ~ J o . ~ s~, ~ ~ ~ , , COOPER. RHDNDA G. ' m ~ l• STDRMWA7ER~'q NCDB 5067PiG991571 i REVISIONS
PROJECT AREA = 40,075.2 SF ~ BULKHEAD ! ~ v+, _~,~E TOTAL , EX. PILES J i .92 AC 1 , r TO fBE REMOVED , 00'~ 18 f- ' -z•~a . ~ ~ E~ ~ CHAMBERS ~q I No. BY DAi`E DESCR1P710N
II.3.34 ~g.39 _ \ ~A ~ 18 ~ 6j 21 LF NEW V' _ ~ A f ~ " / ~ ~ BULKHEAD ~ / pVID 4/2D/D9 CAIfA ftEV1SlONS
RECEIVING STREAM/ =ROGUE SOUND % r a56 LEGEND ~ ° •J\'=' is a56 / ~ TIE INTO EX. ~ 14 , j " ~ ~ BULKHEAD
INDEX/CLASSIFICATION = 20-36-(8,5)/ SA,HOW ~ -9.1 S, \ S, SE£ SECTION E-E 2 5/!r/~ D15TtlRBANCE s - ~ ~ ~ ~ Dwc ~iraio9 ~v ~o~cH car 2 &
TING IRON ROD EXISTING STRUCTURES s~ ~ EIR EXIS f~ , - ~ ~ , ~ 'so Js ~ ~ EXisrlNc
EIP EXISTING IRON PIPE PROPOSED STRUCTURES EXISTING IMPERVIOUS - 6614.5 sF ~S ~ ~ ~ BULKHEAD ~ MAR Eryut
(LOTS 3 ~ 4} SET IRON ROD ~ ~ ~ °-a,~e r' ~a.6e f' ~ ' SIR GUARTER DISTANCE LINE PROPOSED IMPERVIOUS = 9266.25 SF r1o r ~ 0 0 ~~i+
PP POWER POLE ~ (LOTS 2.5,6} ~°-6.42 ,,~q'~ _1@.60 , S LP LIGHT POLE NTERLINE OF CHANNEL ti9 , ~'s 20o~~A ~ MAJOR CAMA DEVELOPMENT m -
LE CE - I~ - , ~ ~ ° EXISTING SANITARY SEWER MANHO TOTAL - 15,680.75 sF - EXSSMH -75' aEC- 75 AREA OF ENVIRONMENTAL CONCERN _
TARP SEWER GLEAN OUT IMPERVIOUS x - 39.63x ~ ,3~ ~ EXCO EXISTING SAKI
EX EXISTING -3o BUFFER- 3O CAMA BUFFER DB DEED BOOK DUS IN 30 FT BUFFER = 415 SF '9y
OOK i IMPERVI f'o• MB MAP B COASTAL WETLANDS e v % °-6.7a • 20 -11.72 ,~z.-,~ ~ ,fr ~
PG PAGE ' IMPERVIOUS IN 75 FT AEC = 10,909 SF r NG UNIT I ~ ' _ PILES `rF~` MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
HVAC HEATING AND AIR CONDITIONI AREA IN 75 FT AEC = 23.099 SF iI ,iqf TO BE REMOVED C ~ ~ ~~e,a ONG CONCRETE EXISTING IMPERVIOUS ~IREMOVED ~palsT CLIENT SLEEPY CREEK FARMS INC DESIGNED:
TING CONCRETE MONUMENT II ~ r' I r' -~'Jzas ECM EXIS
' - f r Ex. OVERHEAD ELECTRIC TORS OHE ~ PROPOSED IMPERVIOUS PRE OEMDI.ITION IMPERVIOUS 27,056 SF r ° ~0 REMAIN 9yC~ C!0 MAXWELL ROC <r4, DRAWN:
T ELECTRIC OUTLET ~ -~i,ie OU t OLD SUNDOWNER M07EL) , ~ ~ ° F ADDRESS 938 MILLERS CHAPEL RD p®e~~~~&~w~~~lt~F`1~~ GOLDSBORO, NC 2783$ DWG
N/F NOW OR FORMERL`f ~Cri T R ,1.65 a NHW NORMAL HIGH WA E LAND DISTURBANCE LINE me ~~;msmam~0``r`~aJ'-o. CHECKED:
..nn.,ei 1 nl,/ LIATCI7 I~ \ d emD `Q~°!.'~5.4`/.gym+.,'Y r~rtnir~e-.. nen nMR S't~f1 F\ nnl~
NLW NUNMAL LUYY UM i Lwn
(M) MEASURED I (R) RECORDED 30 15 0 30 60 OSEAL7Y IF YtiVINL ~t~Wrro ~l~V rcut,
FQWP FIBER OPTIC WARNING POST ' DEPTHS AASTROUD ENGINEERING, P.A. APPROVED . i RDC
RCP REINFORCED CONCRETE PIPE T6042 EXISTING
T 151-A NC HIGHWAY 24 DATE, P~DMOREHEAD CITY, N.C. 28557 e®,q~O ~~Q~~~ I.25 47-7479 4/10/09
SCALE® 1 = 30 eee 0 D. C~V ~ CTA SCALE:
SHEET #2 OF 2
PROJECT PM1538-1 RONALD D, CULLIPHBR P.E. 1 30'
DESIGN FILE 1538/1538-1/CAMAMAJORAPPLICATION.DGN

\ \
\ \ \
\
\ \
\ \
' \ \ \
\ t s~o~~~ArER CA~CU~A~ ~ aNs
\ \ \
~ \ o \ \ \
\ \ \ \
\ \ \ , \ 25% ALLOWABLE 407e ALLOWABLE ACTUAL EXCESS IMP. AREA
\ \ \ , \ LOT AREA IMPERVIOUS. W/ SW_P~LAN IMP. AREA tACTUAL - 25%)
LOT 7 - BLOCK 99 \ \ \ 2 8042.12 SF 2010.53 SF 3216.85 SF 3247.25 SF 1206.32 SF
TIC BEACH ISLES ~ \ ATLAS} \ \ \ 3 8036.78 $F 2009.20 SF 3214.71 SF 3207.25 SF 1205.51 SF
\ MAP BOOK 6 PAGE ?5 \ \
\ 4 8031.45 SF 2007.86 SF 3212.58 SF 3207.25 SF 1204.72 SF
I TRANSITION BULKHEAD \ \ 5 8026.10 SF 2006.53 SF 3210.44 SF 3207.25 SF 1203.90 SF
~ G ADE DOWN TO EXISTING R \ \ 6 8020.78 SF 2005.20 SF 3208.31 SF 3051.75 SF 1203.11 SF
f \ \ \
1 _ \ \
u~ ~ I'- N A \ \ TOTAL EXCESS IMPERVIOUS AREA = 6.023.56 SF
~v PROPOSED WOOD ~ ' P \ \ AREA DRAINING TOWARDS STORMWATER SYSTEM = 7.359.30 SF
BULKHEAD TO 50' ~ ~ ~ ELEVATION 5 \
c- / Qi~ ~ ` \ 64023.56 SF
,t 4 Y~r^Y~ E i \ \ X 1 ~,2~,
(11 4u p V~ `V /r a \ \
~ TRANSFTION BULKHEAD o A~ , DOWN TO SEA WALL Q \ \ = 752.55 CF tREOUIREO STORAGE)
~ \ \ \ HANDCOR LAND SAVERS tLS16331 = 31.0 CF EACH tINSTALLED~
~l , RANCOR 12" DRAIN \
BASIN (92812AG01X} \ 24.3 LAND SAVER CHAMBERS REQUIRED
12 :GRATE. (1299GGS} WITH GRATE ELEV. 4.0f) GS \ \ 25.0 LAND SAVER CHAMBERS PROVIDED
ADJUST AS REQUIRED TO 3.60 ` ENSURE GRATE IS NIGHER ~ ~ \
THAN BULKHEAD \ ' ~ , \ \ ACTUAL STORAGE = 775.00 CF
\
/ ` \1``~.. ~ ~V ~
~ F i \
V ° r`r \
e``~~ \ y o , ~1 \
\
q s^ HANCOR_LANO SAVER s i \ \
i 0 LS-9633 CHAMBERS \ 0 a p_ \
2~~2 REQUIRED, TYPICAL Q ~ ~ / \ ~ ~r F ~ \ CHAMBERS SHALL MEET ASTM F 2Q1$-05 {`STANDARD
\ ~ ~ ' \ \ SPECIFICATION FOR POLYPROPYLENE tPPI CORRUGATED
~ ~ \ SI GEDSOLUTIONS GEDTEX 6~ WALL STORMWATER COLLECTION CHAMBERS". \ NON-WOVEN GEOTE7(TILE DR Ei~UAL LS-1633 ENO CAP
RANCOR 12 DRAIN
BASIN (92812AG02X} WITH 12"GRATE, (1299CGS} \ ' \ ~ FINISH. t'~~iADE
V. 4=OD ~ GRATE ELE \ C O
ADJUST AS REQUIRED TO 5fl ENSURE GRATE IS HIGHER \ 5°
THAN BULKHEAD 1==~- F~ \ , . _
- \ ~ 6, ~„J ~ LS-1633 CHAMBER ~ i~;~ IGM
a y ~r
r,. 0 - ~ \ LS 1633 ~ ~ \ ~ 6n
END CAP X ~ O
`TYPICAL .f'` d F` \ ~ o ~ \ 12» 34" 12"
0 's ~y o p
6 GS , g• ~ r 4.01 / / ~ MIN MIN
F~ \ -
9 NANCOR 12 DRAIN ~l 9~ RANCOR LAND ~A~~ER CHAMBER
BASIN f92812AG02X} \ ~
WITH 12 _GRATE. (1299CGS } ~ GRATE ELEV. 9.00 \ \ LS-1633 CHAMBER
ADJUST AS REQUIRED TO ` j ~ c~0 ENSURE GRATE IS HIGHER \
THAN BULKHEAD E ~ F
~
/ \ a ~ ~
~ ~ ` \ ~ \ f
\ x ~ f
RANCOR .LAND SAVER
LS-9633 CHAMBERS IRED, TYPICAL ~ s ~ ~ i 2 2 REDU o 4 fl ~ / \ r
a ~ i' ! \
~ FF' ~ i
R 12" DRAIN % ~ HANCQ \ I
BASIN f92612AG02X? ~ WITH 12 GRATE: f1299CGS}
GRATE ELEV. 4 00 \ \ ~ !
ADJUST AS REQUIRED TO IGHER ` fl ENSURE GRATE TS H ~ ~ O g \ ~ i
THAN BULKHEAD ~ h~ \ ~ f
F 1 0 ~R , ~ ' \
\ f
a r
\ LS-1633 ~ 5 • 6 END CAP F
X \ TYPICAL , ao
,r'. e
~ ~ ~ ~ -'~°5~' \ Zt~
~ \ 5• cs FE 3.87
\ 8 cMCC <C i
RANCOR 12" DRAIN BASIN (92812AG02Xl \ \ ~
WITH 12"GRATE, {1299CGS} E ELEV. 4.00 \ ~ \ DRAT \ \ i~
AS REQUIRED TO e ~ ADJUST ~ g \ ~ ~o
ENSURE GRATE I5 HIGNER THAN BULKHEAD \ ~ ~~~1,.., ~ ~ t N
s \ ~
0 o~
( ~ ~ 3 \ 1 1~A TRANSITION BULKHEAD \ \ ~ DOWN TO EXISTING GRADE \
f ~ s\, ~ [
s x
~ ' ~ PROPOS RANCOR LAND SAVER ~ ' BULKHE ° i I~~vlslol`IS: PROI'OSfO WOOD \ ~ , , BULKHEAD TOP
LS-1633 CHAMBERS \ ~ o A~ ELEVAI ELEVATION 5.50' , ~ E Na BY DATE. ' AFSGR~PTION,
2~~z REQUIRED, TYPICAL } © \ ~ rQ ~ 5 6'~,\ ~ \ ~
\ ~ \
' I FLOOD ZONE A.Et6)
TRANSITION BULKHEAD 3720637500) ~ MAP NO'_
Tf) SEA WALL ~ STORMWATER MANAGEMENT PLAN
~ ~ RANCOR 12"DRAIN ~ ~ BASIN (92812AG01X}
WITH 12"GRATE. (1299CGS} \ ~ GRATE ELEV. 9.60 BEACH ICE ~ ATLAI~ITI ~ v
~ ADJUST AS REQUIRED TO ,v ~ BLOCK 19 ~ L~T~ 2 - ~
\ ENSURE GRATE IS HIGNER THAN BULKHEAD MOREHEAD TOWNSHIP, CARTERf,T COUNTY, NORTH CAROLINA
~ ' QESIGNEDo
l CLIENT: SLEEPY CREEK FARMS. INC MLM
\ ..~?~as1t~n'I?',,~$ ADDRESS: P^0^~BOX~10009,~,~ DRAWN: ~t ~
\
e`¢et"~a\a ~°e °C] J~~~ UULU:>bUMU NU L R D3L
ee ~h°.~N.•., d ~J CHECKED: PHONE: [phone] RDC
£t`F€v m ~ A STROUD BNGINRER.ING, P.A. APPROVED: Roc
20 10' 0 20 40 -f, 151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE: /11~*6&s33~~~°° t25) 247-7479 2/15/07
.JJ~ bb k a~~`
SCALE. 1 - 20 SHEET C2 OF 2 \ I s [ty) SCALE' 1 n - 201 ~''~&es®~~~e?~~®
PROJECT NO. PM1538-1 RONALD D. CULLIPHER P.E.. -
FILE NAME: 1538/CAMA