20181475 Ver 1_CAMA Application_20181026

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
October 17, 2018
NORTH CAROLINA
Environmental Quality
MEMORANDUM: (EXPRESS MAJOR PERMIT)
TO: Karen Higgins
Div. of Water Resources
FROM: Heather Styron
MHC DCM Field Representative
SUBJECT: CAMA Permit Application Review
Applicant: Hyde Investors, LLC
2 1 1 8 1 4 75
Project Location: 402 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: Windward Condominiums
Please indicate below your agency's position or viewpoint on the proposed Express project
and return this form by (14 Days). If you have any questions regarding the proposed
project, please contact Heather Styron, Field Representative or Roy Brownlow, District
Manager 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
D_E
roan -i caao�wa
o.oven�a at uwa.msem uumr�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

DO MP -1
APPLICATION for
Major Development Permit y: Rr
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Hyde Investors, LLC
Windfare Condominiums
Applicant 1: First Name
MI
Last Name
Max
O.
Barbour, Sr.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
8504 Towneley Place
PO Box
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27615-2026
us
919- 847 -4239 ext.
-
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
RECEIVED
The Cullipher Group, PA
Agent/ Contractor 1: First Name
MI
Last Name OCT 10 2018
Ginger
Y.
Turner
Agent/ Contractor 2: First Name
MI
Last Name '
Mailing Address
PO Box
City
State
151-A Highway 24
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 773
- 0090 ext.
ext.
FAX No.
Contractor #
252-773-0243
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808-2803 .. 1-688-4RCOAST ., www.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
402 Old Causeway Road
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
n/a
Atlantic Beach
NC
28512 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
, , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
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.
Town of Atlantic Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
631 feet
99,234.36 sf
c. Size of individual lot(s) N/A
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lotsizes, please attach additional page with a list)
3' ONHW or ❑NWL
e. Vegetation on tract Wi WEE)
Maintained grassed lawns, wax myrtles and ornamental palms
ocl 10 2018
f. Man-made features and uses now on tract C)CM-MH
Existing mobile home park including rock/gravel drive, trailers with attached covered porches, decks and detached
storage buildings
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential including mobile homes and single family home sites
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
MHI -Mixed Use High Intensity
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes I]No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No [INA
National Register listed or eligible property?
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252-808-2808 .. 1.888-4RCOAST .: www.nccoastallmanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? _
❑Yes ONo
(ii) Are there coastal wetlands on the site?
[]Yes ONo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
[]Yes ONo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic systems
! RECEIVED
o. Describe existing drinking water supply source.
Municipal water provided by the Town of Atlantic Beach
OCT 10 2018
p. Describe existing storm water management or treatment systems.��_���
��
None exist
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? OCommercial ❑Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Multifamily residential project (condominiums)
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.
Excavator to remove existing and conflicting utilities, dump trucks to haul material, motor grader to spread and
grade the site and a paver for the access drive
d. List all development activities you propose.
Filling the site for.proposed septic systems, construction of road, buildings, driveways, domestic waterline
extension of Town of Atlantic Beach water main, utilities and retaining wall.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work (redevelopment)
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or ZAcres
Approximately 2.3
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ZNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No point discharges only sheet flow
L Will wastewater or stormwater be discharged into a wetland? []Yes ONo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes [:]No [INA
j. Is there any mitigation proposed? ❑Yes ❑No ONA
If yes, attach a mitigation proposal.
<Form continues on back>
252-808.2808 .. 1-888-4RCOAST :: www.nccoastalmanagement.net

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 property 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 Phyllis H. Sechrest Parcel # 637508873796000 Phone No. 336-449-3645
Address 6786 Kelsey Court, Gibsonville, NC 27249
Name Blanche Mitchell Parcel #637512873397000 Phone No. 919-231-7747
Address 3609 Melrose Drive, Raleigh, NC 27604
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.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
J,, A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
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.
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 1 () Print Name The Cullipher Group, PA, Ginger Y. Turner, PE (agent)
Signature r�
Please indicate application attachments pertaining to your proposed project. WED
pDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts RECE
ElDCM MP -3 Upland Development
pDCM MP -4 Structures Information OCT 10 1018
I)CM-MHD CITY
252-808-2808 :. 1-888.4RCOAST .: www.nccoastalmanagement.net

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 b. Number of lots or parcels.
proposed. 2
10 buildings, 20 units
c. Density (give the number of residential units and the units per
acre).
8.77 residential units/acre
4.39 buildings/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?
EYes ❑No [INA
(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.
31.89% -Effective BUA w/ pervious pavement 18.60%
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.
33.56%
j. Describe proposed method of sewage disposal.
On-site septic systems, Ecoflow, Type A Biofilter,
installed on gravel bed
I. 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).
conveyance of stormwater through vegetated swales
and then sheet flow through buffer to existing bulkhea
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
approximately 2.3 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt drive, pervious concrete and standard
concrete for driveways
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? RECEIVED
❑Yes ONo ❑NA
(ii) If yes, list the date submitted: OCT 10 2018
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No FNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
pervious pavement proposed and treating portions
of the proposed buildings
252-808-28082:: 1.888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? []Yes 0No []NA
community, public system, etc.) (ii) If yes, how many acres?
proposed extension of the municipal water system
owned by the Town of Atlantic Beach
o. When was the lot(s) platted and recorded?
Date
Windfare Condominiums
Project Name
The Cullipher Group, PA, Ginger Y. Turner, PE (agent) ;
App cant N@.me n
Applicant Signature
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net
RECEIVED
OCT 10 2018
,0C",MHD CI,Ty
revised: 12126106

Narrative
Windfare Condominiums pEc;SNED
October 9, 2018 oc� 10 ZM
Developer: Hyde Investors, LLC CITY
Max O. Barbour, Sr. r�"°1"��•�
•
4VA CAR !"••,
8504 Towneley Place .%%!.6,, ;..•••••..• O� '•,
�••, ••ess7O•••
Raleigh, NC 27615-2026
Q
[phone] SEAL 9r
• 36970
Engineer: The Culls h sgfIVEE�•'•Q';
g per Group, PA ., Q 0�.
Ginger Y. Turner, PE ��'���; Y•�• `�,
151-A Hwy 24
Morehead City, NC 28557
[phone] b �(
Description of Prosect
Windfare Condominiums is proposed as a 10 -building, multi -family duplex project and Includes the construction of a 20'
wide drive to access the buildings. The parcel located in Atlantic Beach at the end of Old Causeway Road and is within the
Planning jurisdiction of the Town of Atlantic Beach. The total tract area is 2.278 -acres and no wetlands exist onsite. The land is
currently owned by Pirate Group, LLC (13131502 PG429) and The Reserve at Channel Bay,U-c-0131601 PG445). There Is an
executed agreement for purchase and sale of the property between the Pirate Group and J&B East Props, LLC.
The property is currently Channel Bay Mobile Home Park, developed in the 1960's and predating any regulano,k oq
NCDEQ Coastal Management and Stormwater. This submittal is for upland development only, including the multi -family
duplexes, pervious and impervious concrete driveways, asphalt drive, retaining wall, utilities and septic systems. The site is being
filled approximately three feet for the construction of pervious pavement and wastewater systems. The retaining wall is needed
to provide gentle slope transitions of less than 5% to the existing bulkhead for non-erosive velocities.
Stor-- mwater
The project is being submitted for consideration as an upland high-density redevelopment and no construction is
proposed within the water. The site is adjacent to Bogue Sound, Class SA;HQW, Index Number 20-36-(8.5). The property is
currently operating as a mobile home park which Includes sheds, rock/gravel drives, covered porches and other miscellaneous
built upon areas. The existing impervious areas have been located as shown on the existing conditions map as surveyed by E.
Glenn Corbett, PLS of The Cullipher Group, P.A. The total built upon areas are listed in the table below and the number
corresponds to the numbers found on the existing survey map. The sum of all the existing BUA is 33,301.78 SF (33.53%).

Page 2
PM2506 Windfare Condominiums
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
NUMBER
BUA (SF)
1
1174.44
10
459.89
19
787.3
28
467.11
37
4198.36
2
208.69
11
739.83
20
498.04
29
416.92
38
9810.61
3
597.08
12
769.88
21
639.95
30
84.66
39
27.09
4
620.26
13
551.36
22
989.37
31
103.91
40
25.65
5
539.95
14
709.37
23
453.96
32
575
41
193.45
6
66.06
15
737.06
24
466.36
33
570.01
42
70.15
7
533.74
16
45.26
25
119.49
34
577.67
8
769.57
17
897.73
26
785.68
35
68.05
9
271.14
18
123.32
27
672.24
36
886.12
The proposed BUA (43,172 SF) for the site exceeds the pre-existing amount by 9,871 SF, therefore proposing to use
10,177 SF of permeable pavement for driveways at Buildings 1-8 reducing the impervious area to the pre-existing amount. The
existing soils on the property are classified as Cu -Corolla Urban land complex, soil group A and are moderately well drained, 12"-
18" seasonal highwater table with a Ksat of 1.65 inches/hour providing a drawdown time within 72 hours. The site is proposed
to be filled to a minimum elevation 5.5 providing one -foot separation. The table below provides a summary of the proposed
BUA for the project and permeable pavement amounts to reduce the overall BUA and provide equal or better stormwater
control of the site by infiltrating additional roof BUA into the rock base of the pavement.
Proposed Built Upon Areas VIEatVSD
Proposed Impervious
Area (SF)
Drive =
10,032
Buildings =
20,640
Concrete Driveways =
2,323
Future Miscellaneous =
306
Total BUA =
33,301
Pervious Pavement Driveways =
10,177
Jot
The existing topography of the site suggests there are areas that currently do not drain and infiltrating BUA on the site. These
areas have been evaluated and approximately 1,200 CF is infiltrated in the depressions. The proposed plan will continue to treat
impervious area via the pervious pavement SCM. Approximately the front half of buildings 1-8 will direct roof runoff to the gravel
base of the adjacent pervious pavement driveway. The permeable pavement SCM(s) provides infiltration of approximately 2,600
CF from these screened rooftops. Remaining portions of the site will be treated via sheet flow and 2' bottom trapezoidal swales
between buildings 5/6, 6/7 and 7/8. The swales are proposed with minimum 3:1 side slopes and less than one percent
longitudinal slope promoting low velocities to provide excellent TSS removal and increased retention time within the swales. The
swales terminate at the 30' buffer and then are graded to disperse the flow instead of directly discharging. The vegetated area
on the waterside of each building is graded to provide additional sheet flow and treatment before entering Bogue Sound.
Coastal Management
The tract area calculated within the 75' AEC is 43,739.17 SF and the surveyed existing BUA within the 75' AEC is
13,966.11 SF (31.93%). The tract area within the 30' buffer is 19,065.13 SF and the surveyed existing BUA within the buffer is
3,344.40 SF (17.54%). The project proposes 13,947 SF (31.89%) of BUA within the 75' AEC and removes all the BUA within the
30'buffer. The permeable pavement that is proposed to maintain the pre-existing impervious coverage also treats portions of
Buildings 1-8. It is assumed that the front half of each building will be piped to the pervious pavement base where it will

Page 3
PM2506 Windfare Condominiums
infiltrate and receive treatment. The total area of roof within the 75' AEC proposed to be infiltrated within the permeable
pavement is 5,811 SF reducing the effective % BUA to 18.60%.
Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion and sedimentation control
measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a
certain area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance — Stone construction entrance will be used to reduce transport of sediment off
site.
2. Sediment Fence —Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by
the engineer to ensure that off-site sedimentation is controlled.
3. Seeding — All disturbed areas will be seeded within 7 days (HQW zone) following construction in accordance with the
seeding schedule shown on the plans.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment and
prevent from the sediment moving off-site.
Erosion Control Specifications
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage. i
b. Install geotextile fabric and place stone to the required dimensions. OCT10 2018
c. Use 2" to 3" stones, free of fines.
2. SedimentFence
DC -MH® W
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certi Ned by the
manufacturer or supplier as conforming to the requirements in ASTM D 6461.
b. Posts for sediment fences should be 1.25 Ib/linear foot minimum steel with a minimum length of 5 feet
and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un -Supported
Silt Fence
Type of Value
Grab Strength
ASTM D 4632
N(Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X -Machine Direction
400
450
MARV
(90)
(90)
Permittivity
ASTM D 4491
Sec -1
0.05
0.05
MARV

r
Page 4
PM2506 Windfare Condominiums
Opening Size
ASTM D 4751
mm
0.60
0.60
Max.ARV
(US Sieve #)
(30)
(30)
Ultraviolent Stability
ASTM D 4355
% Retained
70% After
70% After 500h
Typical
Strength
500h of
of Exposure
Exposure
*From Erosion and Sedimentation Control Manual Table 6.62b
Maintenance Plan
I. All erosion and sediment control measures shall be checked for stability and effective operations following every runoff
producing rainfall event or at least once per week. Repairs required shall be completed immediately to the dimension
and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet deep at the fence. The fence
shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall be fertilized,
reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative
cover.
RECEIVED
Construction Sequence
OCT 10 2018
1. Remove and/or relocate existing obstructions.
SCM-MHD CITY
2. Install stone construction entrance.
3. Clear and grub the site. Existing wastewater, drainage and water utilities should be excavated properly disposed and
backfilled with clean sand materials.
4. Install silt fencing at specified locations.
5. Excavate a minimum of 1.5 feet of existing material at all proposed infiltration areas plus a 10 -foot perimeter, removing
the existing mixed soil surface materials. Excavated surface materials shall be exported away from the infiltration areas.
6. Construct keystone retaining wall, except for the section of wall between buildings 2/3 and 6/7.
7. Construct sediment trap at outfalls between buildings 2/3 and 6/7 and check dams along the property line swales.
8. Begin filling the site and grading to drain towards temporary diversion ditches and proposed sediment traps. Rough
grade site and street. Once filled to proposed wall height at each wall break, construct remaining portions of the wall.
Continue filling the site to the proposed grades.
9. Prepare the building pads and begin building construction.
10. Install utilities. (water, septic, electric, etc.)
11. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
12. Fine grade street and place stone base course.
13. Install washed stone base for infiltrating pervious pavement driveways, depth per the table and protect the surface
from sediment. Construct observations wells. Place pervious pavement and protect surface.
14. Remove stone construction entrance.
15. Pave street.
16. Perform final grading, seed and mulch all remaining disturbed areas.
17. Remove silt fence, temporary sediment traps and temporary check dams. Regrade any eroded areas and clean pervious
pavement if needed.

J. .
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PM2506 Windfare Condominiums
Design Assumptions
1. Design storm is ten years for erosion control measures.
2. The rational method was used for the design.
Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in coastal
counties on January 1, 1988 and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC
02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under High Density Redevelopment per 15A NCAC 02H.1001(1)(f), G.S. 143-214.7(a1)
and 02H.1019(7)(b).
RECEIVED
OCT 10 2018

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Hyde Investors, LLC, C/o The Cullipher Group, PA
2. LOCATION OF PROJECT SITE: 403 Old Causeway Road, Atlantic Beach, Carteret County
Photo Index - 2006: 40-8086 grids: B&C 11
State Plane Coordinates - Longitude: -76.742 Latitude: 34.712
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —10/10/2018
Was Applicant Present - No
5. PROCESSING PROCEDURE:
Application Received Complete —10/10/2018
Office — Morehead City
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Atlantic
Beach
Land Classification from LUP — mixed use high intensity
(B)
AEC(s) Involved: ES
(C)
Water Dependent: No
(D)
Intended Use: Commercial
(E)
Wastewater Treatment:
Existing — Septic Systems
Planned - Septic Systems
(F)
Type of Structures:
Existing — mobile homes with decks, rock/gravel drive, storage buildings,
bulkhead, piers with slips
Planned — Fill and grading, septic systems, driveways, road, utilities and 10 multi-
family duplexes.
7. HABITAT DESCRIPTION:
(A) High ground disturbance
100,188 sf
(D) Total Area Disturbed: 100,188 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open to shellfish harvesting along Bogue Sound: Closed area within the
canal area
8. PROJECT SUMMARY:
The applicant is proposing to re -develop a 2.3 -acre tract along Bogue Sound in Atlantic beach. The work will involve
the construction of Windfare Condominiums, which would consist of 10 multi -family duplexes, road, driveways,
utilities, retaining wall and septic systems. No work waterward of NHW is proposed, only high ground development,
which involves more than one acre of land disturbance and the 75' Estuarine Shoreline AEC..

I
Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 02
9. Project Description
The existing 2.3 -acre tract currently is a mobile home park in Atlantic beach at 402
Old Causeway Road. It was developed in the 1960's and has remained unchanged
since. The surveyed existing BUA within the 75' AEC is 31.93% (13,966.11 so and
a tract total BUA of 33.53% (33,301.78 so. The project area is found by turning off
Highway 70 East in Morehead City (Arendell Street) onto the on-ramp for Atlantic
Beach. Follow the Atlantic Beach Causeway for approximately 2,774.41' (.53 miles)
then turn right onto Old Causeway Road. Follow Old Causeway Road for
approximately 3,138' (.59 miles). The entrance to the old "Channel Bay MHP" will
be on the right. The site is located along the south side of Bogue Sound and the west
side of the existing canal that connects to Bogue Sound. The property is stabilized
with an existing bulkhead and has several existing docking facilities along its
shoreline. The tract is 3' above NHW with no wetlands. Current Activity involves
mobile home removal.
The waters of Bogue Sound adjacent to the project areas are classified as "SA,
HQW" by the Division of Water Resources. There are no nearby Primary Nursery
Areas. According to the maps provided by the .Shellfish Sanitation Section of the NC
Division of Marine Fisheries, the waters of Bogue Sound are predominately open to
shellfish harvesting adjacent to the proposed project with the canal area closed to
shellfish harvesting. There is no development proposed within navigable waters and
there are no know historic or archaeological areas of value known within the project
sites.
10. Proposed Proiect
The applicant is proposing to re -develop the 2.3 -acre tract with 10 multifamily
duplex buildings (20 units total) landward of the 30' CAMA buffer, construct an
entrance road, driveways, utilities and septic systems. The surveyed existing BUA
within the 75' AEC is 31.93% (13,966.11 so and a tract total BUA of 33.53%
(33,301.78 so. The proposed BUA for the site is 43,172sf and exceeds the pre-
existing amount by 9,871 sf, however the applicant is proposing permeable
pavement for the driveways at buildings 1-8, which would reduce the impervious
area to the pre-existing amount.
The first portion of the project involves the grading and filling of the property for
the construction of pervious pavement driveways entrance road, utility installation,
erosion control measures and new septic system installation. A maximum of 3' of
fill would be placed and retained by a 3' high keystone retaining wall as well as silt
fencing in specific areas. Per the applicant the retaining wall is needed to provide a
gentle slope transition of less than 5% to the existing bulkhead for non-erosive
velocities. The silt fencing would remain in place until grass growth stabilizes the
soil.
The final portion is the construction of the 10 multi -family duplexes. Each duplex
would house 2 units per building for a total of 20 units. All buildings, utilities and

1
Field Investigation Report: Hyde Investors, LLC
c/o The Cullipher Group, PA
Page 03
driveways would be outside of the 30 CAMA buffer. Each building would be 40' x
48', a finished height of 45' from existing MSL and 40' above finished grade once
the 3' of fill is added. Buildings 1-8 would have a 10' wide pervious paver
driveway, with building 9 and 10 having 38' wide concrete driveways. The asphalt
entrance road would be 20' wide. All portions of the proposed buildings would
remain landward of the 30' CAMA buffer. The existing tract area calculated within
the 75' AEC is 43,739.17 sf with the surveyed existing BUA within the 75' AEC at
13, 966.11 sf (31.93%). The existing tract area within the 30 buffer is 19,065.13 and
the surveyed BUA within the 30' CAMA buffer is 3,344.40 sf (17.4%). The project
proposes 13,947 sf (31.89%) of BUA within the 75' AEC and removes all existing
BUA within the 30' CAMA buffer. Per the applicant, the pervious pavement that is
proposed, treats portions of buildings 1-8, therefore reducing the BUA to 18.60%.
11. Anticipated Impacts:
The development would grade, fill and disturb 100,188 sf (2.3ac) of high ground
with 13,947 sf of BUA within the 75' Estuarine Shoreline AEC. The innovative
design would reduce the BUA to 18.60% and therefore has the potential to improve
stormwater treatment. There is no work proposed waterward of NHW at this time.
The applicant reports they are submitting an Erosion and Sediment Control plan to
NCDEMLR for upland high-density re -development but a site development plan has
not been submitted to NCDWR for review at this time.
Submitted by: Heather Styron Date: 10/17/18 Morehead City District Office

----- --- ----nAJE3R gERM3�-FE
Applicant:
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) 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:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
TV014 NOW /
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SHEET:COVER
PROJECT: PM2506- 001
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DEVELOPER ENGINEER
HYDE INVESTORS, LLC
MAX 0. BARBOUR, SR.
8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
THE CULLI P]H[IER GROUP, P.A.
]ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE N C-4482
GINGE " UIaNER, E.E. DATE
ti. •
' e SEAL
36970
Y
OCT 10 2018
DCM-MHS 17,TY

LEGEND
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--30' CAMA BUFFER--
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EX -
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SH
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46
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+- EXISTING CONTOUR
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SITE DATA
TOTAL TRACT AREA - 2.28 ACRES
AREA WITHIN 75'AEC = 43.739.17 SF
AREA WITHIN 30'BUFFER = 19,065.13 SF
PRE -88 BUILT UPON AREA = 33.301.78 SF
PRE -88 BUA WITHIN_75'AEC = 13.966.11 SF
PRE -88 BUA WITHIN 30'BUFFER = 3.344.40 SF
RIVER BASIN = WHITE OAK
RECEIVING STREAM = BOGUE SOUND
STREAM CLASS = SAIHOW
STREAM ID = 20-36-(8.5)
PROPOSED BUILT UPON AREA
BUILDINGS 20.640 SF
DRIVE = 10.032 SF
CONCRETE DRIVEWAY = 2.323 SF
FUTURE MISC = 306 SF
TOTAL = 33.301 SF
PROPOSED PERVIOUS PAVEMENT = 10.177 SF
PROPOSED BUA WITHIN 75'AEC = 13.947 SF
PROPOSED % BUA WITHIN 75'AEC = 31.89%
PROPOSED BUA TREATED WITHIN 75'AEC = 5.811 SF
PROPOSED EFFECTIVE % BUA WITHIN 75'AEC = 18.60%
PROPOSED BUA WITHIN 30'BUFFER = 0 SF
NOTE: NO WETLANDS EXIST ONSITE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
AMA
IPERVIOUS PAVEMENT
3O CONCRETE
RF—CE'VE
OCT 10 2018
I)CM- hHO CIT"
REVISIONS:
No. I BY I DATE I DESCRIPTION
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIFHER GROUP F.A.
y 4 ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
EMAG [phone] LICENSE NO. C-4482
DATE:
10/9/18
1 " = 40'

SEEDING SCHEDULE _ _ A -*-
I SEED BED PREPARATION -- _-_ _-_-_alipli IF -_-_-_--_
2 TONS/AL �'� -' f � ?` �\ - I \
10-10-10 - ------ 1.000 LBS/AC �� 1 \ \
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED _ _ ./ i• / I �_ ' \
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE -
TO BEGONE SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY - l _ 5.6
• DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 5.8 S \ �• - -- \ _
THAN 3:1 ON THE CONTOUR BEFORE SEEDING. _ ,�Q� 5'e i 5� \ 5.8 W \
TEMPORARY SEEDING MIXTURE SECNRESZ / 10•` - s.z
RYEC(6ORE,I-APRIL 1s)------- 12o Les/ac NIF o ;1T la."3T9600"01, L 6'4 6.4
KOBE LESPEDEZA ISCARIFIED) --- 50 LBS/AC D•B'1N 631�10 P1NA
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE) A
(1PRIL 15 -AUGUST 151
GERMAN MILLET--------------- 40 LBS/AC
ulcaTls-DCMBR3D1 L1 I \\`
f IF IT RISNNECESSARY TO EXTEND TEMPORARY25 BCOVER BEYGN JUNE 15. - - - - - - - - _ S/ACY I III \ I B k III II+ \+ / -- 'd 3A \ � / / t�A I 1 \ `
-------------------- - r pl // 1� IL / / ti
OVERSEER WITH 5OLB/AC KOBE.) --- / I / l \\ 4B\-. \ \
PIMA COLADA L , I ,"'J; I
PERMANENT SEEDING MIXTURE II / �� j -'-I'- �jr1{LI-
TALL FESCUE______________________ 60 LBS/AC _ - __ _ - __ - __-r _ _ __ - _ I \ 1(/ 1 I // �- - -T
PENSACOLA BAHIAGRASS----------- 50 LBS/AC I_-- �- 1 ----------
SERICEA LESPEDEZA-------------- 30 LBS/AC - 1 ' ' . / I e III I F 6� FE6• qE
KDOE LESPEDEZA------------------ 10 LBS/AC ' 1 i / I III �. _ FE6• E6 € 6• J /
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCAR IFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE 1 IpIIIII� (/ �•41I
TO 30 LBS/AC I I I I I 6.4' I/ 1 \, I 1' / / I
3• WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND p I /� \ / / il(J
INCREASE KOBE TO 40 LBS/AC. 1 1
4. BETWEEN APgIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET I I I I 1 .( I
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD I I I I II I ) \ )
25 LB/AC RYE (GRAIN I. L - 7
PERMANENT i O II I / 1 I Sj I I z I I
COMMON BERMUDAGRASS-------------- 80 LBS/AC I OW 1
MULCHING _wa oz I / 14• 1 0\ //Ildl �''1 1 1 6.0 It I`�I / I
iflmJ J O/ / r / I L \ I r
STRAW(WHEAT. OATS. BARLEY.RYE1----- 1-2 TONS/AC (AFTER SEEDING) I q
(STRAW QUALITY SHALL BE DRY, UNCHOPPED 6 UNWEATHERED) , ZPN< I WONrAmf< 1 ow I W S2 © 1 / l/'� •2 - 6.0 \ /
"0 3c�r-0 oz I J 0<
ASPHALT TACK -----------=-------200 GAL./TON OF MULCH < •m< Y m< m< <OrJ 3. 12, ,s
3C., V mJ ¢ PJ NIT
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. Vlo_00 I <O00 I W u) I ZNnt< lI 6• SO FE6• F 6.2 FE6• O I
NETTING.OR A MILCx ANCHORING TOOL. A DISK WITH BLADES SET NEARLY yu1ti4 J, mU 1 Jml• , O r0 / I / �I• / 6 �' 6. 5.9 FE.
STRAIGHT CAN BE U5ED AS A MULCH ANCHORING TOOL. ¢o'"'r< mmn< W^m< 0tim� �' •0 I / / 8• / I
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE W'.m I wvmz p = .mJ I 0x00
<m 3ecloo 0 mIU \ l F;�• 1 1 I _I TT
BOTTOM OF SWALES 6 DITCHES. THE LINING SHALL EXTEND ABOVE THE a Za. i 2 Za amcU ' ¢mr ill T
HIGHEST DEPTH OF FLOW IF GIVEN CHANNEL. ON CHANNEL SIDE I I>_oi am > " <�nO'1 1L f / %M 6' 1 / 6• I \\ 888���/ / \
\ .cJo p oma n I ¢rn<
SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED. 1 ZOZ� , \ •�U0 2mm2 I p� -• Lll \ 21
Zoz- I Wm - w zo- 1 \ \ I FES
TIME OF APPLICATION I = •=a 1 u.mn.m If l TyE 6, 'I
limdl� \ .MUD \A I
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE / I \ •MUD i 202- I e: \ p6\ FE6' v I
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEGUATE 1 ' % I ZOZ- lI B\\typ`F `\ 0.1861{
EROSION-CDNTROL DEVICES OR STRUCTURES. IN ANY EVENT. SLOPES LEFT �< \ \�l / / } ) I I I 1\ II / ``\ m I I 1
EXPOSED WILL. WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PH45E OF W< \ / / / - o ) \ / \ J E6•p0 / f I I� 5A- \ � �• I /
GRADING. BE PLANTED DR OTHERWISE PROVIDED WITH TEMPORARY OR
EROSION. ANNENT GROUND COVER. DEVICES. OR STRUCTURES SUFFICIENT TO RESTRAIN / \ \ 1 = _ _ - - - - - - - J •0% / / � -J- -\ ii i - I I
MAINTENANCE / I / I 1 ' ~• l S. \ _ _
IF GROWTH IS LESS THAN FULLY ADEOUATE. REFERTILIZE IN THE SECOND I / \I 5• \ /- \•� i I 5� II
YEAR WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN I 1 I I 5, / / 5'S• - - /� /TI ly
SERICEA IS OMITTED FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH 1 I 5.
DAMAGED AREAS IMMEDIATELY.
/ II / 6, � .• I � X11 r � '- ' /
\ a• 66 I II¢ NM 'i E / //
ci 4\ E ,5�/ P 114% -f-a X561
\
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9.C1 ^I l of // (FES' \ -\�� 6B
ASpNALT -
(Eff cOv. Aug. 3,2011)
N_IOB_1
\u�i
/ IZ*9\V.;87<1�\
Perimeter dikes, awales, ditches, slopes
WAW
7 days
None
High quality Water (HOW) Zones
7 days
No
Slopes steeper than 3:1
\
If slopes aro 10' M less In length and are
than 2:1, 14 days
not steeper are allowed.
r\
u Slopes 3:1 or Ratter
14 days
7 days for slopes greater then 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
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40 20 0 40 80 1
+\�\ vmoial>ri
SCALE: 1 40/
OF \ �-
..� 06 00
MAINTENANCE PLAN
).ALL EROSION ANO SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK.
A B COMPLETED IMMEDIATELY T
R DI R R R X LL E0 THE DIMENSION AND FUNCTIONS
INDICATEDEONI THE PLAN.
1
2•SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN
BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING TO
THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE
I. REMOVE MID/OR RELOCATE EXISTING OBSTRUCTIONS.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
3. CLEAR AND GRUB THE SITE.
4. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
5. CONSTRUCT ROCK CHECK DAMS AT OUTFALL OF EACH DITCH TO BE FILLED.
6. CONSTRUCT DITCH REROUTE ON SOUTHWEST BOUNDARY AND MUCK d FILL DITCHES WHERE SHOWN.
T. ROUGH GRADE THE SITE. PREPARE THE BUILDING PAD AND BEGIN BUILDING CONSTRUCTION.
e. INSTALL UTILITY SERVICES,
9. SEED d MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN T DAYS OF LAND DISTURBANCE-
10. FINE GRADE PARKING AREA AND PLACE STONE BASE COURSE.
11. REMOVE STONE CONSTRUCTION ENTRANCE.
12. PAVE PARKING AREA. -
13. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
14. REMOVE SILT FENCE. TEMPORARY SEDIMENT TRAPS AND CHECK DAMS. REGRADE ANY ERODED AREAS AND
REMOVE ANY ACCUMULATED SEDIMENT AT TEMPORARY MEASURES.
STABILIZATION TIMEFRAMES
(Eff cOv. Aug. 3,2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCc,PTIONs
Perimeter dikes, awales, ditches, slopes
WAW
7 days
None
High quality Water (HOW) Zones
7 days
No
Slopes steeper than 3:1
7 days
If slopes aro 10' M less In length and are
than 2:1, 14 days
not steeper are allowed.
r\
u Slopes 3:1 or Ratter
14 days
7 days for slopes greater then 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
OCT 10 2018
RCM-HDDCM-MHD CITY
REVISIONS:
NOTE: NO WETLANDS EXIST ONSITE No. er DATE DESCRIPTION
DEVELOPER: HYDE INVESTORS, LLC
MAX 0. BARBOUR. SR.
ADDRESS:8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
CAMA GRADING PLAN
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CU LlLI PH ERI GROUP P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 10/9/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-_4482 SCALE:
1 " = 4(

LEGEND
AC- ACRE INV - INVERT
AEC - AREA OF LF - LINEAR FEET
ENVIRONMENTAL CONCERN MAX - MAXIMUM
BLDG - BUILDING YBL - MINIMUM BUILDING LINE
BRC - BEARING MIN - MINIMUM
CF - CUBIC FEET N/F - NOW OR FORMERLY
CL - CENTERLINE NHW - NORMAL HIGH MATER
DW - DRIVEWAY NTS - NOT TO SCALE
EL - ELEVATION O.C. - ON CENTER
EIR - EX. IRON ROD R - RADIUS
EDP - EDGE OF PAVEMENT R/W - RIGHT -OF -MAY
EX - EXISTING SH - SHEET
FE - FINISHED ELEVATION SIR - SET IRON ROD
FF - FINISHED FLOOR STA - STATION
FT - FEET TYP - TYPICAL
GV - GATE VALVE
GRADE AT CENTERLINE
PROPOSED WATERLINE PERVIOUS PAVEMENT
- r-
s- EXISTING CONTOUR
CONCRETE
-.- PROPOSED CONTOUR
-LD- LAND DISTURBANCE LIMITS
-SF- SILT FENCE
�W OBSERVATION WELL
30 15 0 30
..
SHEET: 3 OF 7
..O •. 00
\
N/F BLANCHE MITCHELL.
D.B. 78 PG. 89 \
NCPIN 637512873397006
ADDRESS: 326 OLD CAUSEWAY ROAD
MAT CNL.�NE A_-_
F 8.06\ �•�-
\ wm .l iFE6L76'�.�
1 h 6. UO
\0
V
z
C) ,Q ••
V vJQ
TRANSISTION KEYSTONE
WALL FROM EL5.5 TO
EL4.5 FOR SWALE
DISCHARGE
TRANSISTION KEYSTONE
WALL FROM EL5.5 TO
EL4.5 FOR SWALE DISCHARGE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH. NC 97Ff15-7
sEofl\jf-v
REVISIONS:

N/F PHYLLIS SECHREST
D.B. 1131 PG. 87
NCPIN 637508873796000
ADDRESS: 110 PINA COLADA
LEGEND
11 r-_-
AC - ACRE
INV -
INVERT
AEC - AREA OF
LF -
LINEAR FEET
ENVIRONMENTAL CONCERN
MAX -
MAXIMUM
BLDG - BUILDING
MOL -
MINIMUM BUILDING LINE
BRC - BEARING
MIN -
MINIMUM
OF - CUBIC FEET
N/F -
NOW OR FORMERLY
CL - CENTERLINE
NHW -
NORMAL HIGH WATER
OW - ORI VEWAY
NTS -
NOT TO SCALE
EL - ELEVATION
0. C. -
ON CENTER
vZ, 0
1
i
II
1
o
Y
E% - EXISTING
SH -
SHEET
FE - FINISHED ELEVATION
p1 U
C3
FF - FINISHED FLOOR
STA -
7
FT - FEET
- Ind
zVN
1 o
gW
I
I yl
y
I '
3 Do
00
-v- PROPOSED WATERLINE
Lj
I �a0C-)
-LNLND-�
-+— PROPOSED CONTOUR
CONCRETE
>-v7nU
U 47Q
O
--SF- SILT FENCE
I
Lu -
rao
in
m/
I oZ
i
s za I
�maM
Lu "co en I
QDP,LDQ
w v�
'm(D
I �Z
I
zoZo I
?
?a 1
i^D,Q
3UOp
Lo u
�/ I
U�IL Q
u00LD
i
jNMQ Il� E6
'--_
mar� 1
L
w ?0-
LEGEND
AC - ACRE
INV -
INVERT
AEC - AREA OF
LF -
LINEAR FEET
ENVIRONMENTAL CONCERN
MAX -
MAXIMUM
BLDG - BUILDING
MOL -
MINIMUM BUILDING LINE
BRC - BEARING
MIN -
MINIMUM
OF - CUBIC FEET
N/F -
NOW OR FORMERLY
CL - CENTERLINE
NHW -
NORMAL HIGH WATER
OW - ORI VEWAY
NTS -
NOT TO SCALE
EL - ELEVATION
0. C. -
ON CENTER
EIR - EX. IRON ROD
R -
RADIUS
EDP - EDGE OF PAVEMENT
R/W -
RIGHT -OF -MAY
E% - EXISTING
SH -
SHEET
FE - FINISHED ELEVATION
SIR -
SET IRON ROD
FF - FINISHED FLOOR
STA -
STATION
FT - FEET
TYP -
TYPICAL
GV - GATE VALVE
- - - GRADE AT CENTERLINE
PERVIOUS PAVEMENT
-v- PROPOSED WATERLINE
- '- - EXISTING CONTOUR
-+— PROPOSED CONTOUR
CONCRETE
--yo-- LAND DISTURBANCE LIMITS
--SF- SILT FENCE
QIN OBSERVATION WELL
30 15 0 30 60
SCALE: 1 30'
SHEET:4 OF 7
PROJECT: PM2506- 001
-r-
MAT CHLINE
BOGUE SOUND
(SA; HQW)
NOTE: NO WETLANDS EXIST ONSITE
DEVELOPER: HYDE INVESTORS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RAI FIrN_ Air 971;nr,-9
CT 14 2018
REVISIONS:
LO
Co
Ln
a
m
N

a
LEGEND
AC - ACRE LF - LINEAR FEET
AEC - AREA OF MAX - MAX INUM
ENVIRONMENTAL CONCERN MBL - MINIMUM BUILDING LINE
BLDG - BUILDING MIN - MI[NUM
BRG - BEAR INME
C N/F - NOW OR FORMERLY
CF - CUBIC FEET NNW - NORMAL HIGH WATER
CL - CENTERLINE NTS - NOT TO SCALE
OW - DRIVEWAY D.C. - ON CENTER
EL - ELEVATION POO - PERMANENT BLOW OFF
EIR - EX. IRON ROD PT - PUMP TANK
EOP - EDGE OF PAVEMENT R - RADIUS
EX - EXISTING R/W - RIGHT -OF -MAY
FE - FINISHED ELEVATION SH - SHEET
FF - FINISHED FLOOR SIR - SET IRON ROD
FT - FEET ST - SEPTIC TANK
GV - GATE VALVE STA - STATION
INV INVERT TYP - TYPICAL
- - - GRADE AT CENTERLINE
PERVIOUS PAVEMENT
■— PROPOSED WATERLINE
�- +- - EXISTING CONTOUR CONCRETE
—+— PROPOSED CONTOUR
— D-- LAND DISTURBANCE LIMITS
—SF— SILT FENCE
ow OBSERVATION WELL
0 O
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SHEET:5 OF 7 11
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SHEET:5 OF 7 11
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W �J W W
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6"SUR21 WATE 4 8A
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ADOREss: \
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-------------- ---
/
/
/
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J
DEVELOPER: HYDE INVESTORS. LLC
CT 10 LU'i'
DCM-MHt) CITY
REVISIONS:
Na I BY I DATE I DESCRIPTION
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
CAMA UTILITY PLAN
IW . INDFARE CONDOMINIUMS
1
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
r(2052)773-0090
HE CULLIPHER GROUP P.A.
GINEERING & SURVEYING SERVICES
1A HIGHWAY 24
___ REHEAD CITY, N.C. 28557
LICENSE NO. C-4482
ATE:
10/9/18
CALE:
1 " = 40'
J
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9A 11 96
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-------------- ---
/
/
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/
J
DEVELOPER: HYDE INVESTORS. LLC
CT 10 LU'i'
DCM-MHt) CITY
REVISIONS:
Na I BY I DATE I DESCRIPTION
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
CAMA UTILITY PLAN
IW . INDFARE CONDOMINIUMS
1
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
r(2052)773-0090
HE CULLIPHER GROUP P.A.
GINEERING & SURVEYING SERVICES
1A HIGHWAY 24
___ REHEAD CITY, N.C. 28557
LICENSE NO. C-4482
ATE:
10/9/18
CALE:
1 " = 40'

--6"PERVIOUS
CONCRETE
#57 WASHED STONE
*DEPTH SEE TABLE
SUBGRADE SLOPED
AT 2.0% MAX
EXISTING SURFACE COQUINA AND/OR SURFACE RUBBLE SHALL BE EXCAVATED
A MINIMUM 1.5' FROM THE EXISTING SURFACE WITHIN THE AREAS OF
PROPOSED INFILTRATING PERVIOUS PAVEMENT PLUS A 10' PERIMETER.
EXCAVATED MATERIAL REMOVED FROM THE SITE AND BACKFILLED WITH
CLEAN FINE/MEDIUM SAND MATERIAL.
8'MAX.STANDARD STRENGTH FABRIC
PERMEABLE PAVEMENT
MIN DEPTH OF
WITH WIRE FENCE
MIN DEPTH OF
DRIVEWAY
6'MAX.EXTRA STRENGTH FABRIC
DRIVEWAY
RE -SEALING
WITHOUT WIRE FENCE
GRAVEL
GRAVEL
1A
17.5"
SA
18"
STORAGE OF HEAVY LOADS
1B
17.5"
5B
18"
FILTER FABRIC
2A
17.5"
6A
18"
2B 17.5" 6B 18"
3A17.5" 7A 18.5"
i36 17.5" 78 17"
4A 15.5" 8A 17"
4B 15.5" 8B 14.5" SCALE: NOT TO SCALE
PERVIOUS CONCRETE SECTION
�
w
r
w SUBGRADE 95%
ASPHALT SECTION
L\IR..I11, Z&
it:. �!\i,I.�
omo V�
CONCRETE SECTION
SCALE: NOT TO SCALE
ASPHALT & CONCRETE SECTION
LOCKABLE CAP FLUSH
WITH SURFACE
PAVE DRAIN
�A"
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
2-3 1
(6" T
N
z
3
EX. EDGE OF
PAVEMENT
8'MAX.STANDARD STRENGTH FABRIC
PERMEABLE PAVEMENT
WITH WIRE FENCE
1 1 1 1 1
ACTIVITIES PROHIBITED:
6'MAX.EXTRA STRENGTH FABRIC
SANDING
RE -SEALING
WITHOUT WIRE FENCE
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
WIRE FENCE
APPLICATION OF SALT OR DE-ICERS
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
2-3 1
(6" T
N
z
3
EX. EDGE OF
PAVEMENT
FORWARD ALONG.'.,,'%'%'. -I „
THE TR -E tLCFL
I II
24" II FILTER II
FABRIC II CROSS SECTION
VIEW
II II
II II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL 1F NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH WI
THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRC TO EACH POST WTH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC, WTH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. -
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR. SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
IN 8"MIN LOW
)SHED PERMEABLE SOIL
APPROXIMATE LIMITS KEYSTONE CAP UNIT
OF EXCAVATION
KEYSTONE COMPAC
111 UNIT
-UNIT DRAINAGE FIL
(3/4"CRUSHED ROCK
OR STONE)
118"- 1/4'
8'
Reinforced Soil 24"—
GEOGRID
REINFORCEMENT
GRID DEPTH
ao o a. ..0 �—
v...
RIGID 4"-6"DIA���®
X �O PERFORATED PVC PIPE SCALE: NOT TO SCALE DRAINAGE ATILE
PVC VDNREINFDRGED CONCRETE
STONE CONSTRUCTION ENTRANCE OR CRUSHED STDNE�
Foundatlon Soil LEVELING PAD
DO
�O Compac II I Unit - Near Vertical Setback Zfl1$
E NOTE:
4" -6"WHEN SITE CONDITIONS REQUIRE, WRAP DRAINAGE TILE IN 3/4" AGGREGATE AND
SUBGRADE I I FILTER FABRIC WITH DRAINAGE COMPOSITE OR AGGREGATE BACK DRAIN, SYSTEM L
AS DIRECTED BY GEOTECHNICAL ENGINEER.
D I I D SCALE: NOT TO SCALE
SOBGRADE I I
SCALE: NOT TO SCALE ° ° o ° REINFORCED WALL SECTION Doi �®
I NOTE:
PERVIOUS CONCRETE I ROCK SHALL BE CLASS 1 RIP RAP
I I OR #57 STONE AS SHOWN.
OBSERVATION WELL'
REVISIONS:
I SILT � 15'
LINE SLOPES W/ I BASIN No. BY DATE DESCRIPTION
EXCELSIOR BLANKET I
SLOPE
E 2' BOTTOM SLOPE
x E PLAN VIEW i' MIN. THICKNESS CLASS DEVELOPER: HYDE INVESTORS, LLC
0.33'MIN 1 1/ 1 RIP RAP PLACED ON
/ \�� DOWNSTREAM SIDE OF MAX 0. WNELEYR, SR.
CHECK DAM. ADDRESS: 8504 TOWNELEY PLACE
DITCH WIDTH VARIES_TOP OF_BANK2' MIN RALEIGH, NG 27605-2026
SPILLWAY CAMA ENLARGED GRADING PLAN
MIN. WIDTARIES
H u57 WASHED
2/3 STREAM/ STONE V
DITCH WIDTH FLDW _ WINDFARE CONDOMINIUMS
VEGETATED OUTLET SWALE
VARIES DITCH 2'
DITCH 15' MIN.
BOTTOM MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
BOTTOM SPILLWAY SHALL BE V MIN.
BELOW LEVEL OF LOWEST BANK. w �ULLIPHE GRS p P.
SECTION D -D SECTION E -E ENGINEERING & SURVEYING SERVICES A.
DATE:
SCALE: NOT TO SCALE 151A HIGHWAY 24MOREHEAD CITY, N.C. 28557 1 0/9/1 F
SHEET: 6 OF 7 [phone] LICENSE NO. C-4482 SCALE:
PROJECT: PM2506-� 001 TEMPORARY CHECK DAM AS NOTED
8'MAX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE
FILTER FABRIC
STEEL POST
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
WIRE FENCE
NATUF
PLASTIC OR
0 „
ROUE
WIRE TIESb°o
0
o ^ o °
UPSJ
o°
NATURAL
0
°°poo °o°
8"MIN
GROUND
24„
0 0 o p°
IV IV
IV AV
nop ° __ o°
FORWARD ALONG.'.,,'%'%'. -I „
THE TR -E tLCFL
I II
24" II FILTER II
FABRIC II CROSS SECTION
VIEW
II II
II II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL 1F NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH WI
THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRC TO EACH POST WTH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC, WTH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO
HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. -
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR. SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
IN 8"MIN LOW
)SHED PERMEABLE SOIL
APPROXIMATE LIMITS KEYSTONE CAP UNIT
OF EXCAVATION
KEYSTONE COMPAC
111 UNIT
-UNIT DRAINAGE FIL
(3/4"CRUSHED ROCK
OR STONE)
118"- 1/4'
8'
Reinforced Soil 24"—
GEOGRID
REINFORCEMENT
GRID DEPTH
ao o a. ..0 �—
v...
RIGID 4"-6"DIA���®
X �O PERFORATED PVC PIPE SCALE: NOT TO SCALE DRAINAGE ATILE
PVC VDNREINFDRGED CONCRETE
STONE CONSTRUCTION ENTRANCE OR CRUSHED STDNE�
Foundatlon Soil LEVELING PAD
DO
�O Compac II I Unit - Near Vertical Setback Zfl1$
E NOTE:
4" -6"WHEN SITE CONDITIONS REQUIRE, WRAP DRAINAGE TILE IN 3/4" AGGREGATE AND
SUBGRADE I I FILTER FABRIC WITH DRAINAGE COMPOSITE OR AGGREGATE BACK DRAIN, SYSTEM L
AS DIRECTED BY GEOTECHNICAL ENGINEER.
D I I D SCALE: NOT TO SCALE
SOBGRADE I I
SCALE: NOT TO SCALE ° ° o ° REINFORCED WALL SECTION Doi �®
I NOTE:
PERVIOUS CONCRETE I ROCK SHALL BE CLASS 1 RIP RAP
I I OR #57 STONE AS SHOWN.
OBSERVATION WELL'
REVISIONS:
I SILT � 15'
LINE SLOPES W/ I BASIN No. BY DATE DESCRIPTION
EXCELSIOR BLANKET I
SLOPE
E 2' BOTTOM SLOPE
x E PLAN VIEW i' MIN. THICKNESS CLASS DEVELOPER: HYDE INVESTORS, LLC
0.33'MIN 1 1/ 1 RIP RAP PLACED ON
/ \�� DOWNSTREAM SIDE OF MAX 0. WNELEYR, SR.
CHECK DAM. ADDRESS: 8504 TOWNELEY PLACE
DITCH WIDTH VARIES_TOP OF_BANK2' MIN RALEIGH, NG 27605-2026
SPILLWAY CAMA ENLARGED GRADING PLAN
MIN. WIDTARIES
H u57 WASHED
2/3 STREAM/ STONE V
DITCH WIDTH FLDW _ WINDFARE CONDOMINIUMS
VEGETATED OUTLET SWALE
VARIES DITCH 2'
DITCH 15' MIN.
BOTTOM MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
BOTTOM SPILLWAY SHALL BE V MIN.
BELOW LEVEL OF LOWEST BANK. w �ULLIPHE GRS p P.
SECTION D -D SECTION E -E ENGINEERING & SURVEYING SERVICES A.
DATE:
SCALE: NOT TO SCALE 151A HIGHWAY 24MOREHEAD CITY, N.C. 28557 1 0/9/1 F
SHEET: 6 OF 7 [phone] LICENSE NO. C-4482 SCALE:
PROJECT: PM2506-� 001 TEMPORARY CHECK DAM AS NOTED

Z
O
H
Q
W
J
W
all
10
PROPOSED GRADE (5%)—
PROPOSED RETAINING WALL -
EXISTING BULKHEAD-
(NHW LINE) 0
0
0
0
O
0
4 • • • 4 • 80
PROJECT:SHEET: 7 OF 7
0
0
0
0
0
EXISTING GRADE 0
0
0
STATION
CROSS SECTION A2 -A2
0
0
0
0
M
MATERIAL BELOW
EXISTING GRADE
DFILL MATERIAL
ABOVE EXISTING GRADE
PROPOSED GRADE (5%)
PROPOSED RETAINING WALL
EXISTING BULKHEAD
(NHW LINE)
��v s-
1,
,MID
REVISIONS:
NOTE: NO WETIANDS EXIST ONSITE Na BE DATE
DEVELOPER: HYDE INVESTORS. LLC
MAX 0. BARBOUR. SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026