20110868 Ver 1_CAMA Application_20110922

201
/F 3?
N CDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
September 21, 2011
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
10868
Dee Freeman
Secretary
U ?F
SEP 2 2 2011
DENR - WATER QUALITY
WEIIIA* STORMWATER BRANCH
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Pamlico Real Property Holdings LLC
Pamlico, at Lots 1-16 in the Summerwinds subdivision, adjacent to the Neuse
River on Orchard Creek Rd., near Oriental.
Proposes to construct a vinyl bulkhead and sewer system.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 11, 2011. If you have any questions regarding the proposed project, please contact
Brad Connell 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
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.necoastalmanagement.net
An Equal Opportunity `•. Affirmative Action Employer
Nto hCarohna
NahI M4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Pamlico Real Property Holdings, LLC, et al.
2. LOCATION OF PROJECT SITE: The project is located at Lots 1-16 in the
Summerwinds subdivision adjacent to the Neuse River on Orchard Creek Road (NCSR
1317) near Oriental, Pamlico County.
Photo Index-2006: 78-7947, grids G-14 thru G-18; 2000:78-854, grids R-6 thru R-8.
State Plane Coordinates - X: 826007.946 Y: 148293.771
Latitude: 35 03 48.62 Longitude: -76 37 37.42
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 8/3/11
Was Applicant/Agent Present -Yes
Photos Taken - No
5. PROCESSING PROCEDURE: Application Received - cc: 9/12/11
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1992 Pamlico County (7/24/92)
Land Classification from LUP - Rural with Services/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none
Planned - Sanitary sewer collection system with pump
station
(F) Type of Development: Existing - none
Planned - Shoreline stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) High Ground il- 25,000 ft2 IF
(E) Total Area Disturbed: 25,000 ft`
(F) Primary Nursery Area: No
(G) Water Classification: SA; HWQ, NSW Open: Yes
(H) Cultural Resources: unknown
8. Project Summary: The applicants wish to construct a vinyl bulkhead and sewer system.
Field Investigation Report:
Summerwinds subdivision
Page 2
9. Narrative Description:
This tract is made up of 16 individual lots within the Summerwinds subdivision located off of
Orchard Creek Road near Oriental, Pamlico County. These lots are contiguous and make up a 7.5-
acre undeveloped tract adjacent to the Neuse River. The adjacent property to the west is
undeveloped and the property to the east is developed with a single family residence.
The average elevation of the high ground of the parcel is +4' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of pine trees and native woody vegetation.
The lot has approximately 1,250' of shoreline along the Neuse River. There is a defined Federal
Channel in the Neuse River; however it is greater than 1 mile from the proposed project area.
Offshore water depths adjacent to the tract range from about -1' to -4' nwl.
This waterbody is over 3 miles across at this location. This location is a part of the Neuse River
basin and is subject to wind driven tides. These Estuarine Waters of the Neuse River are not
classified as a Primary Nursery Area and there is no submerged aquatic vegetation present. This
area is open to shellfish harvest and is classified as SA; HQW, Nutrient Sensitive Waters. There
are no Coastal Wetlands in the proposed project area. This substrate is firm with shell.
10. Proposed Development:
The applicants wish to construct a sanitary sewer system and shoreline stabilization (bulkhead) for
16 of the 17 lots in the subdivision. (The owner of Lot #17 does not wish to participate in the
project.) The applicants have lost several feet of shoreline over the last few years due to erosion.
They wish to construct a bulkhead in order to protect their remaining high ground from further
erosion.
The vinyl bulkhead will be 1,250' long and 2' wide, and will necessitate a 20'-wide work corridor
within the Neuse River Riparian Buffer. It will be constructed at and above the normal water level
(NWL), along the erosion escarpment of high ground. The proposed bulkhead will protect Lots 1-
16 of the Summerwinds subdivision. The proposed bulkhead will stand alone.
The proposed sanitary sewer system pump station will be located near the center of the subdivision,
on the northern boundary of Lot #9, adjacent to Orchard Creek Road. The proposed sewer main
will tie into the County's existing force main along Orchard Creek Road, entirely on high ground
and greater than 75' from any CAMA designated Public Trust Areas.
11. Anticipated Impacts:
No long-term environmental effects are generally anticipated. This bulkhead will be sited above
the NWL, along the erosion escarpment. Approximately 0.6 acres of high ground will be graded
and filled as a result of this proposal. This proposal is subject to the DWQ Neuse River Basin
Riparian Buffer Rules.
Brad Connell September 21, 2011 Morehead City
Field Investigation Report:
Summerwinds subdivision
Page 3
Appropriate sedimentation and erosion control measures will be implemented to ensure that eroded
materials do not enter into the adjacent waters. As the wave action is deflected, there is a potential
for accelerated erosion immediately adjacent to both terminuses of the bulkhead. Therefore, this
may cause a potentially negative impact on the adjacent properties.
The waters of the Neuse River are classified as SA; HQW, Nutrient Sensitive Waters at this
location and are not designated as a Primary Nursery Area. These waters are open to the harvest
of shellfish and there are no beds of submerged aquatic vegetation present.
Brad Connell September 21, 2011 Morehead City
ACE Mpa
APPLICATION for
Major Development
Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Summerwinds Subdivision Orchard Creek Road Development
Applicant 1: First Name MI Last Name
See Attached List
---------------
Applicant 2: First Name MI Last Name
See Attached List
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
City State
See Attached List
ZIP Country Phone No.
FAX No.
ext.
Street Address (if different from above) City State
See Attached List ZIP
Email
[Business AgentConiractor Information
Name
East Group
Agent/ Contractor 1: First Name MI Last Name
Michelle S Clements
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
324 Evans Street Greenville NC
ZIP Phone No. 1
Phone No. 2
27858 252 - 758 - 3746 ext. 131 252 - 347 - 9604 ext.
FAX No. Contractor #
252 830 3954
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
3. fi3=1S 3 ?,vvi,-v. 1 ?; r-? o t?a1Inaf3=s _Jz?r u';
Foam GCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location J? 1
County (can be multiple) Street Address State Rd. #
Pamlico Orchard Creek Road 1317
Subdivision Name City State Zip
Summerwinds Oriental NC 28571-
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext. 1-16, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse Neuse River
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 Neuse River
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.
Pamlico County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1250 327,674
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See Attached, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4.0' ?NHW or ®NWL
e. Vegetation on tract
Pine Trees, underbrush

f. Man-made features and uses now on tract r
1 as e%?

.
none

g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent to East: Lot owned by Craig H. Stefee; current use is woodland, undeveloped
Adjacent to West: Lot owned by Mcargo Associates, LLC; current use is woodland, undeveloped
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. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No (DNA
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>
t)3 d <.
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes NNo
(ii) Are there coastal wetlands on the site? ?Yes NNo
(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.
None -
o. Describe existing drinking water supply source. - i
Pamlico County
p. Describe existing storm water management or treatment systems. 4! L"D ,'
Ditches, natural
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Construction of bulkhead along shoreline of lots for shoreline stabilization. The lots are undeveloped residential lots
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.
Clear construction area of debris and plants. Construct bulkhead along all 16 lots. Clean up and seed disturbed area.
Equipment: Excavator, Dump truck; to be stored on site
d. List all development activities you propose.
Construction of bulkhead. Sanitary sewer collection system with pump station.
e. Are the proposed activities maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? 25,000 NSq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?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 NNo ?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 NNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See Attached Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permtst ihd igsuing dates.
Permit No. WQ0033767, Bay River Sewerage District January 26, 2009
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary. A 1 "`
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.
1 7. 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.
he project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name K&\e(le-- 'S. C(P_InQ.y1-4`7-s
i
Signature 1'n I C'c?
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 or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding

NWL Breakwater shoreline
stabilization
Length
Width
Avg. Existing
Depth NA NA
Final Project
Depth NA NA
1. EXCAVATION 0This 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.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
d. High-ground excavation in cubic yards.
® This section not applicable
b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
NBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: N/A
e. Type of stabilization material:
PVC Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 3750 Riprap
Breakwater/Sill Other
i. Source of fill material.
Permitted borrow pit
b. Length: 1250'
Width: 2'
d. Maximum distance waterward of NHW or NWL: N/A
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.
Visual inspection shows several feet of shoreline erosion.
h. Type of fill material.
Sandy select fill

4, OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LIYes L1No UNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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)?
Designated area to pile fill. Place silt fence around area. Excavator, Dump truck
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.
91901
Date
Summerwinds Subdivision Shoreline Stabilization
Project Name
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 ?None
(ii) Describe the purpose of the fill in these areas:
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.
Applicant Name
yACL I
Applicant Signature

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other'sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
990 LF of 8" PVC gravity sanitary sewer main, 1 lift station,
& 75 LF of 4" PVC sanitary sewer force main
b. Number of lots or parcels.
16
c. Density (give the number of residential units and the units per
acre).
2 lots/ac average
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 ®NA
(ii) If yes, list the date submitted:
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.
N/A
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.
0
j. Describe proposed method of sewage disposal.
gravity sewer main collection system to pump station and
discharge to Bay River Sewer
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
12,000 sq. ft.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
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 ONA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ONA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ®No ?NA
N/A If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Pamlico County Water System available along NCDOT
R/W
o. When was the lot(s) platted and recorded?
November 1969
?q I l t
Date
Summerwinds Subdivision Shoreline Stabilization
Project Name
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
M; c_?.,?tlP S . C(ew?.tnts - ? ?-f???- ?ze? ???-t^?"
Applicant Name
Applicant Signature ?, s

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Project Narrative
Orchard Creek Road Development
Summerwinds Subdivision
Oriental, NC
Pamlico County

The proposed project is located along Orchard Creek Road in Oriental, NC.
The project includes the construction of approximately 1250 LF of bulkhead
along the 16 lots that make up Summerwinds Subdivision. The construction of
the bulkhead is needed to attain shoreline stabilization for these lots. Currently,
the lots are covered with pine trees and underbrush and suffer from severe
erosion along their shoreline.
Before construction some areas will need to be cleared of debris and plants in
order to install the bulkhead. Once the area is cleared the construction of the
bulkhead shall begin. After completion of the bulkhead the disturbed area shall
be cleaned up and seeded. It is estimated that approximately 0.57 acres will be
disturbed during construction. The only heavy equipment that will likely be
needed for this project is an excavator(s) and a dump truck(s).
Currently, a project is being designed to provide the 16 lots with sanitary sewer
service. This project will include the installation of approximately 990 LF of 8"
sanitary sewer main, 1 lift station, and 75 LF of 4" force main. The proposed
sewer will tie into an existing 8" force main that runs along Orchard Creek Road.
Since 1975, servicing clients worldwide
E
EAST
GROUP
Corporate office
324 Evans St
Greenville.
NC 27858
www.eastgroup.com
Tel [phone]
Fax [phone]
ENGINEERING
ARCHITECTURE
SURVEYING
TECHNOLOGY
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MtUJLC;T TITLE PRQXCT NM
THE SUMMERWINDS SUBDIVISION 20100223
' ORCHARD CREEK ROAD DEVELOPMENT DATE g 2011
EAST PAMLICO COUNTY, NC SCALE
DRAWIM TITLE BULKHEAD CROSS SECTION CBB 100 --c-.y
GROUP, P.A.
J MSC
324 Evans Street SHEET Na. SOURCE DRAWING Greenville, NC 27858
252-758-3746 (Tel) 2 0 F 2
252-830-3954 (Fax)
.Engineering .Architecture.Surveying ¦Technology NC Engineering License No. C-0206 NC Architectural License No. 50213

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