SW8051019_COMPLIANCE_20051128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW0257iiz-I
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
IF COMPLIANCE EVALUATION INSPECTION
DOC DATE
292i//n 9"
YYYYMMDD

AFILTRATION TRENCH ANALYSIS
Filename S 1WPDATAIWQSIINTRENCH1051019-1
Project # SW8 051019-1
Project Name Sound's Edge Plaza
Recvng Stream ICWW
Drainage Basin Cape Fear R
Site Area 1 59 acres
Trench #1
Impervious Area Calculation
Buildings
Streets/Prkg
Other (Pool)
Date 28-Nov-05
Reviewer P Bartlett
Classification SA, HQW
Index # 18-87-(5 5)
Drainage Area 19,310 SF
0 44 Acres
Rational Cc (list C after each BUA)
7860 095
5790 095
541 095
Total 14191
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfrltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches / hour
Qr-CiA=
Op through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches / hour
Volume for 10 yr 10 min event =
% Impervious:
Cc: 075
1 5 in
071
tT1T I CF
Pipe Size 1 l Pipe Size 2
73 5%
067
Feet
150
Feet
7
each
370
0
Cubic Feet
31r
Cubic Feet
2 468
0 000 SF
150
Feet
14
Feet
2
Feet
2800
000
SF
1532
0
CF
1532
CF
1902
Cubic Feet
011 CFS
0 0267 CFS
1258 72 CIF <
e
oti
11 b.V/01(
4 Mean Sea Level
1 5 Mean Sea Level
6 Mean Sea Level
0 0458 Cubic Feet Per Hour Per Sq Ft
2100 Square Feet
17,hours
Must be > Qr
1902 CF

INFILTRATION TRENCH ANALYSIS
Filename S 1WPDATAIWQSIINTRENCH1051019-2
Project # SW8 051019-2
Project Name Sound's Edge Plaza
Recvng Stream ICWW
Drainage Basin Cape Fear R
Site Area 1 59 acres
Trench 2A & 2B
Impervious Area Calculation
Buildings
Streets/Prkg
Sidewalks
Date 28-Nov-05
Reviewer P Bartlett
Classification SA, HQW
Index # 18-87-(5 5)
Drainage Area 40,049 SF
0 92 Acres
Rational Cc (list C after each BUA)
9905 095
20402 095
1491 095
Total 31798
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches / hour
Qr-CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches / hour
Volume for 10 yr 10 min event =
% Impervious: 79 4%
Cc: 080
1 5 in
076
3828 CF
Pipe Size 1 JPppe Size 2
067
Feet
235
Feet
10
each
829
0
Cubic Feet
820
Cubic Feet
3 526
0 000 SF
235
Feet
20
Feet
2
Feet
4000
000
SF
343
(}
ICF
3429
1CF
4257
lCubic Feet
024 CFS
0 0598 CFS
2764 56 CF
4 Mean Sea Level
1 5 Mean Sea Level
6 Mean Sea Level
0 0458 Cubic Feet Per Hour Per Sq Ft
4700 Square Feet
17,18 Ihours
Must be > Qr
4257 CF

164FILTRATION TRENCH ANALYSIS
Filename S 1WPDATAIWQSIINTRENCH1051019-3
Protect # SW8 051019-3
Protect Name Sound's Edge Plaza
Recvng Stream ICWW
Drainage Basin Cape Fear R
Site Area 1 59 acres
Trench #3
Impervious Area Calculation
Buildings
Streets/Prkg
Sidewalks
Date
28-Nov-05
Reviewer
P Bartlett
Classification
SA, HQW
Index #
18-87-(5 5)
Drainage Area
9,710 SF
0 22 Acres
Rational Cc (list C after each BUA)
4165 095
170 095
0 095
Total 4336
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
.I
Exhitratron Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches / hour
Volume for 10 yr 10 min event =
% Impervious=
Cc: 053
1 5 in
045
CF
Pipe Size 1 I Pipe Size 2
44 6%
067
Feet
32
Feet
10
each
113
0
Cubic Feet
113
Cubic Feet
3 526
0 000 SF
32
Feet
20
Feet
2
Feet
4000
000
SF
461
0
CF
467
CF
5$t
Cubic Feet
0 04 CFS
0 0081 CFS
450 65 CF <
��pjore
4 Mean Sea Level
1 5 Mean Sea Level
6 Mean Sea Level
0 0458 Cubic Feet Per Hour Per Sq Ft
640 Square Feet
18,1 hours
Must be > Qr
580 CF

A7m*th.
=
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C Davis John E Skvarla, III
Governor Director Secretary
December 19, 2013
I�M
MEMORANDUM TO Georgette Scott MT DEC DEC 19 2013 °
Stormwater Section Y
DEMLR - WIROyl�- Y
FROM Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT CAMA Major Permit Application Review
Applicant Heritage I, LLC (Bluewater)
Project Location- off NC Hwy 210, adjacent to Yow's Channel & Stump Sound, in Surf'City, Pender County
Proposed Project: to eliminate the previously authorized swimming pool & decking, install several access
walkways, a fixed "spine" (boardwalk along entire length of shoreline), seven (7) finger
piers and twelve (12) tie -pilings A total of twelve (12) additional docking spaces would
be added to the existing ten (10) slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Hug_gett at the address above by January 13, 2014. If you have any cluestlgas
regarding the proposed project, contact Jason Dail at [phone], when appropriate, in-depth
comments with supporting data is requested
REPLY- ►/ This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached comments
SIGNED DATE r
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity 1Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATIbN REPORT
1 APPLICANT'S NAME Heritage 1, LLC
2 LOCATION OF PROJECT SITE Off NC Highway 210, adjacent to Yow's Channel and Stump Sound, in Surf
City, Pender County
Photo Index - 2006 25-330 L, M 5-6 2000 25-314, L, M 19-20 1995 4 173 13, I, J 10-11
State Plane Coordinates - X 743443 Y 76283 Rover File N-121614A
INVESTIGATION TYPE- CAMA
4 U*NESTIGATIVE PROCEDURE. Dates of Site Vint — 12/16/2013
Was Applicant Present - No
5. PROCESSING PROCEDURE. Application Received — completed 12/18/13
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan - Town of Surf City
Land Classification From LUP — Developed, Urban Waterfront/Central Business District
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent. Yes
(D) Intended Use- Residential/Commercial
(E) Wastewater Treatment Existing— Municipal water and sewer
Planned - NIA
(F) Type of Structures. Existing --- Parking area, bulkhead, two condo units, commercial building, boardwalk
(fixed "spine") and 10-slip docking facility
Planned - Remove/eliminate the previously authorized swimming pool and associated decking and
install a boardwalk (fixed "spine" along the shoreline) and docking facility to provide twelve (12)
additional boat slips
(G) Estimated Rate of Erosion. NIA
Source - NIA
7. HABITAT DESCRIPTION.
(A) Vegetated Wetlands
Coastal
(B) Non -Vegetated Wetlands (Open water)
2,444 sq ft -
Fixed "spine" and
finger piers
(C) Other - High ground
(D) Total Area Disturbed- 2,444 sq ft (0 56 acres)
(E) Primary Nursery Area- Yes
(F) Water Classification- SA Open Closed
8. PROJECT SUMMARY: The applicant proposes to eliminate the previously authorized swimming
pool and decking, and install several access walkways, a fixed "spine" (boardwalk along entire length of
shoreline), seven finger piers and twelve (12) tie -pilings A total of twelve (12) additional docking
spaces would be added to the existing ten (10) slip docking facility

Heritage I, LLC
Page Two
9. PROJECT DESCRIPTION
The applicant's project is located along N C State Highway 210, between Greensboro Street and Goldsboro Street,
approximately 0 20 mile north of the intersection of N C Hwy 50 and N C Hwy 210, adjacent to Stump Sound, in Surf
City, Pender County To find the property, take Highway 17 North from Wilmington and turn right on N C State
Highway 50 (approximately 30 miles from Wilmington) Head east on Hwy 50 and turn left onto Hwy 210 at the
intersection of Hwy 210 and Hwy 50 The property is located on the western side of Hwy 210, approximately 0 20 mile
from the intersection of Hwy 210 and Hwy 50
Detailed, site specific information can be found in the Field Investigation Report, prepared by Jason Dail and circulated
on March 20, 2006 However, a summary of the existing site conditions, as they appear today, are as follows The high
ground portion of the property is mostly cleared of vegetation and is relatively flat with an elevation of 6 0' to 8 0' above
Mean High Water (MHW) Small stands of Southern Wax Myrtle (Merica cerifera) and Yaupon (Ilex vomitoria) exist on
the water ward side of the property, along the property Imes bordering Yow's Channel The property has approximately
435 linear feet of shoreline bordering Yow's Channel The high ground vegetation is bordered by transitional species
including Sea Oxeye (Borrichla frutescens) and Grounsel-bush (Baccharus hahmifolia) High coastal marsh vegetation
including Black Needle Rush (Juncus roemarranus), Spike Grass (Distichhs spicata) and Sea Lavender (Limonrum, spp ,
exist in the inter -tidal zone Salt Meadow Grass (Spartina patens) completes the transition to the waters edge where
Smooth Cordgrass Marsh (Spartina alterniora) is the predominant species A portion of the shoreline (approximately
215' beneath the existing boardwalk or "spine" and along on the far northern property boundary) is stabilized by a
bulkhead, however, there is a portion of the shoreline in between that is naturally stable There is an existing asphalt
driveway and parking area that extends onto the property from N New River Drive (NC Hwy 210) The asphalt driveway
and parking area provides vehicular access to the two existing condominium units located along the southern edge of the
property According to the applicant's agent, the asphalt drive and parking area are owned by Blue Water Community
Association, whose registered agent is the same as Heritage L LLC's In addition, there are two existing condominium
structures located along the southern property boundary that were part of six total units that were originally permitted
under CAMA Major Permit #64-06 As indicated by the permittee, the four remaining condo buildings will be constructed
at a later date (LAMA Major Permit still active and will be discussed below) Similarly, the proposed site plans show the
location of two "proposed buildings" along the northern property boundary These too, were permitted under the initial
CAMA Major permit, but have not been constructed to date Currently, the existing water dependent structures include a
10' x 90' boardwalk which runs parallel to the western shoreline The boardwalk, or "spine", provides access to five (5) 4'
x 26' finger piers As permitted, the existing docking facility provides dockage for up to ten (10) vessels
On May 1, 2006, A CAMA Major Permit (64-06) was issued to Dan Deacon for construction of "Sounds Edge Village", a
commercial/residential development located in Surf City, Pender County Permit No 64-06 authorized construction of a
number of townhomes, several commercial buildings, a swimming pool, boardwalk, stormwater system and other
amenities and utilities
On September 8, 2006, the permittee modified the active CAMA permit to include the reconfiguration of the existing
docking facility (which predated the issuance of CAMA permit 64-06) The modified permit (major modification)
authorized a maximum of ten (10) docking spaces
On January 14, 2008, the permit was again modified (minor modification) This modification included the construction of
two finger piers and tie pilings along the entire length of the existing dock
The most recent permit activity includes a transfer of CAMA permit 64-06, from Dan Deacon to Heritage 1, LLC This
transfer was approved on June 12, 2013, and is scheduled to expire on December 31, 2013 To date, the only development
activities that have taken place on -site include the construction/re-configuration of the docking facility, as well as the
construction of two condominiums (one building our of four) The permittee maintains he is moving forward with the
original development plans (as permitted), as well as the plans requested below

Heritage I, LLC
Page Three
According to the Surf City Zoning and Planning Department, the project site is located within the Town's Central
Business District Therefore, development is not limited to the area landward of the 30' Coastal Shoreline Buffer
Development within designated Urban Waterfronts are not required to meet the Rules pertaining to the 30' Buffer, as
defined in 15A NCAC 7H 0209 (Coastal Shoreline Area of Environmental Concern (AEC)), provided that the applicant
can demonstrate that he/she has met the Specific Use Standards described in 15A NCAC 7H 0209 (g)(4)(A)
The waters of Yow's Channel and Stump Sound, adjacent to the project site, are classified as SA by the North Carolina
Division of Water Quality They ARE designated as a Primary Nursery Area (PNA) by the N C Division of Marine
Fisheries, and according to maps provided by the Shellfish Sanitation Section, they are CLOSED to the harvest of
shellfish
PROPOSED PROJECT
The applicant proposes to eliminate the previously authorized swimming pool and decking, and install several
access walkways, a fixed "spine" (boardwalk along entire length of shoreline), seven finger piers and twelve
(12) tie -pilings A total of twelve (12) additional docking spaces would be added to the existing ten (10) slip
docking facility
As proposed, the applicant would eliminate the previously approved swimming pool and associated decking
Originally, the swimming pool was to be installed between the proposed condo units and the commercial
buildings, however, the applicant has since decided to eliminate this feature Based on the revised plans, a
"proposed property line" has been established in the area where the pool was to be initially located For now,
the entire shoreline property is one parcel, however, the applicant's agent has indicated that the property will be
subdivided (split) in the future, separating the residential side from the commercial side As indicated by the
applicant's agent, the division of the property will not affect the development as Heritage I, LLC will retain
ownership of both parcels
In addition, the permittee is proposing to install sever (7) wooden access walkways which would extend from
the condo and commercial units to the proposed boardwalk and/or dock spine These walkways would be 6' in
width and approximately 20'-25' in length The walkways would extend from the western (water side) of the
condo units to the existing, and proposed, fixed boardwalk
As mentioned above, the walkways would connect to an elevated boardwalk and/or "spine" that would run the
entire length of the shoreline (+/- 435 linear feet) A new section of fixed boardwalk would connect to the
existing boardwalk along the southern side and extend approximately 110' toward the south, all the way to the
common property line shared with Beach House Marine (waiver attached allowing encroachment) Similarly, a
176' section would connect along the northern side of the existing boardwalk and extend toward the north,
terminating at the common property line shared with the Town of Surf City (their waiver is also attached) The
entire boardwalk would measure 6' in width A total of seven (7) new finger piers would be installed as part of
the new proposal, three extending from the new southern section and four from the northern section The finger
piers would measure 4' x 26', and would be installed perpendicular to the proposed spine A total of twelve (12)
tie -pilings would accent the proposed docking facility The tie -pilings would be installed immediately outboard
of the terminal end of the proposed fingers, as well as in between the finger piers
It should be noted that the proposed northern section of boardwalk would be located a distance of 10'-15'
offshore of the edge of marsh and would restrict access to open water area by cutting across a small embayment
located along the northern portion of the property Fortunately, the boardwalk/spine would be fixed and
elevated and small craft would still be allowed to access the otherwise restricted area

Heritage I, LLC
Page Four
Water depths surrounding the proposed structures range from -2 4' to -7 6, relative to Normal Low Water
(NLW) As proposed, at total of twenty-two (22) slips would be constructed at this facility
10. ANTICIPATED EVIPACTS
As proposed, the planned development would incorporate approximately 2,444 sq ft of Public Trust and Estuarine
Waters The applicant has approximately 435 linear feet of shoreline allowing up to 2,000 sq ft of platform or docking
space As constructed, the total square footage of the existing facility (boardwalk and finger piers) equals approximately
1,330 sq ft All together, the proposed finger piers (728 sq ft ) and existing finger piers (520 sq ft ) would total 1,248 sq
ft of shaded impacts Similarly, and not calculated toward the allowable square footage, the existing boardwalk (810 sq
ft ) and proposed boardwalk (1,716 sq ft ) total 2,526 sq ft No impacts to Coastal or "404" wetlands would occur as a
result of construction As previously indicated, the planned development would be located within 1/4 of the width of the
waterbody As stated in the proposed project section, the applicant has received written waivers from the two adjacent
riparian property owners allowing encroachment into the 15' Riparian Corridor Setback Short term increases in turbidity
could be expected due to piling installation
Submitted by j Dail Date December 19, 2013 Office Wilmington

IBM MP-1
APPLICATION for
m1dor Development Permn
(last revised 12127106)
err
North Carolina DIVISION OF COASTAL MANAGEMENT
?, Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Heritage I, Llc
44e 0age-f 61:&
Applicant 1 First Name
Ml
Last Name
Henry
w
Branson, III
Applicant 2 First Name
MI
Last Name
NIA
NIA
NIA
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
NIA
3342
Chapel Hill
NC
ZIP
Country Phone No
FAX No
27515
USA 910 - 455 - 0877 ext
910 - 455
- 9033
Street Address (if different from above)
City
Stale
ZIP
NIA
NIA
NIA
N/A -
Email
riggsland@bizec rr com
2 AgenbContractor Information
Business Name
Charles F Riggs & Associates, Inc
Agent/ Contractor 1 First Name
MI
Last Name
Charles
F
Riggs
Agent/ Contractor 2 First Name
MI
Last Name
NIA
NIA
NIA
Mailing Address
PO Box
City
State
502 New Bridge Street
1570
Jacksonville
NC
ZIP
Phone No 1
Phone No 2
28541
910 - 455 - 0877
ext
NIA - - ext
FAX No
Contractor #
910 455 9033
NIA
Street Address (if different from above)
City
State
ZIP
NIA
NIA
NIA
N/A -
Emad
riggsland@bizec rr corn
1-1L—%—"9_b u =i -f
<Form continues on back>
10
252-808-2808 1-888-4RCOAST www necoastaImanagement 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 #
Pender
N C Highway 210 - New River Drive
NIA
Subdivision Name City State
Zip
Heritage I, LLC Surf City NC
28445 -
Phone No
Lot No (s) (if many, attach additional page with list)
910 - 455 - 0877 ext
I I ,
a In which NC river basin is the protect locateO
b Name of body of water nearest to proposed protect
Cape Fear
Yows Channel/Stump Sound
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed protect site
❑Natural ®Manmade ❑Unknown
AIM - Atlantic Ocean
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 Surf City
4. Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
43516
0 850 Acres - 37,225 Sq Ft
c
Size of individual lot(s)
d Approximate elevation of tract above NNW (normal high water) or
Flange from Attach Site Plan,
NW (normal water level)
(If many lot sizes please attach additional page with a list)
4' ❑NHW or ®NWL
e
Vegetation on tract
Grass, Myrtle Trees, Spartina Alterniflora, Spartina Patens
f
Man-made features and uses now on tract
Existing Asphalt Parking, Underground Water, Sewer Electric, Stormwater, One Duplex (2Single-Family Units), Boardwalk
and Ten Boat Slips
g
Identify and describe the existing land uses ad ac n to the proposed project site
Yows Channel to the North Vacant Surf City Property to the East N C Highway 210 and Surf City Town Hall to the South
and Commercial Marina Use to the West
h
How does local government zone the tract?
E Is the proposed project consistent with the applicable zoning?
C-1
(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?
I
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 pages CCM WUVIINGITOIJ, NC
252-808-2808 1-888-4RCOAST www nccoastalmanagement net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the sites ®Yes ❑No
(u) Are there coastal wetlands on the site? ®Yes ❑No
(ai) If yes to either (i) or (u) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Existing Sewer to Town of Surf City
o Describe existing drinking water supply source
Town of Surf City Provides Water
p Describe existing storm water management or treatment systems
Existing High Density Stormwater Collection System Permit SW8 051019
5. Actrvrties and Impacts
a Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovernment
®PrivatelCommunity
b Give a brief description of purpose, use, and daily operations of the project when complete
Project to Result in 3 Duplexes (6 Unit Single -Family Dwellings) Used for Both Permanent Homes and Vacation Rentals
Also to include 2 Commercial Buildings Also to Include 22 Boat Slips for Both Development Use
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
Construction of the Boardwalk and Finger Piers will Utilize a Typical Marine Construction Barge to Install the Piles, Bands
and Boardwalk All Materials to be Stored on Site
d List all development activities you propose
Development of the Remaining 4 Residential and 2 Residential/Commercial Buildings and Construction of the Additional 12
Boat Slips
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? 1 75 ❑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
All Stormwater to be Collected by the Existing Collection System Constructed under Permit SW8 051019
i Will wastewater or stormwater be discharged into a wetland? [--]Yes ®No DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No DNA
j Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
Form continues on back>
RECE V E[D
DCM WI I+/lING TON' NC
252-808-2808 1-888-4RGOAST 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 protect 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 protect to the Division of Coastal Management
Name Town of Surf City Phone No
Address 214 North New River Drive, P O Box 2475, Surf City, NC 28446
Name Surf City Investments Inc Phone No
Address 1900 Eastwood Road, Suite 11 Wilmington, NC 28403
Name Mr Gregory L Isenhour et al Phone No
Address P O Box 4222, Surf City, NC 28445
g A list of previous state or federal permits issued for work on the protect tract Include permit numbers, permittee, and issuing dates
LAMA 64-06 2006-104PENDE SW8 051019 W0002968
Surf City Site Plan
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 protect 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
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 protect
I further certify t at th information provided in this application is truthJul to the best of m knowledge
Date 3 Print Name I
Signature
Please indicate application attachments pertaining to your
CDCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Perts
REC, E 4V ED
252-808-2808 1-888-4RCOAST www necoastalmanagement 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
LGENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities units or structures
b
Number of lots or parcels
proposed
Three Existing and Seven Proposed
Additional Seven Boardwalks from Previously Permitted
Structures
c Density (give the number of residential units and the units per
d
Size of area to be graded filled, or disturbed including roads,
acre)
ditches, etc
6 Units - 1 Unit per 0 142 Acres
NIA
e If the proposed project will disturb more than one acre of land, the
f
List the materials (such as marl, paver stone asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces
sedimentation control plan at least 30 days before land -disturbing
Existing Asphalt
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
--
®Yes ❑No ❑NA
(u) If yes, list the date submitted 2006-104 PENDE
g Give the percentage of the tract within the coastal shoreline AEC to
h
Projects that require a LAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces such as
require a Stormwater Certification
pavement building, rooftops or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking
Water Quality for review?
48%
®Yes ❑No ❑NA
i Give the percentage of the entire tract to be covered by impervious
(i) If yes, list the date submitted SW8 051019
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking
43 2% - SW8 051019
j Describe proposed method of sewage disposal
k
Have the facilities described in Item (i) received state or local
Existing Gravity Sewer to theTown of Surf City
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation
I Describe location and type of proposed discharges to waters of the
m
Does the proposed project include an innovative sormwater
state (e g , surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, 'wash down' and residential discharges)
[]Yes ®No ❑NA
Existing Stormwater Collection System SW8 051019
If yes, attach appropriate documentation
DCM OJILMINGI Off;, NC
252-808-28082 1-888-4RCOAST www nccoastalmanagement net revised 12/26/06

Form ®CM MP-3 (Upland Development, P;mge 2 qff 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
Water Supply Furnished by the Town of Surf City
o When was the lot(s) platted and recorded?
August 2008
Iff -to
Date
2--x
Protect Name
n (Q Will water be impounded? ❑Yes ®No DNA
(n) If yes how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
DCM WIUVIINGTON NC
5FP
4 1 L
252-808-2808 1-888-4RCOAST www nccoastallmanaaement net revised 12126/06

Form DCM MP-4
STRUCTURES
{Construction within Public Trust Areas}
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
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a (i) Is the docking facility/marina
❑Commercial ❑PubliGGovernment ®PrivatelCommunity
c (i) Dock(s) and/or pier(s)
(n) Number 2' 1101 q�l
(iii) Length ' and 176' is) 10115
(iv) Width 6' f
(v) Floating ❑Yes ®No
e (i) Are Platforms included? ❑Yes ®No
If yes
(n) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dripline dimensions
g (i) Number of slips proposed
12
(n) Number of slips existing
10
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
❑ This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger Piers included? ®Yes ❑No
If yes
(it) Number 7'
(iii) Length 26'
(iv) Width 4'
(v) Floating ❑Yes ®No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(n) Number
(iii) Length
(tv) Width
h Check all the types of services to be provided
❑ Full service, including travel lift andlor rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips 12 Proposed
and 10 Existma
❑ 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
DCM WPM NIGTON, NC
DEC 102013
252-808-2808 • 1-888-4RCOAST www nccoastalmanaaement net revised: 12/27/06

Form DCFMiII MP-4 (Structures, Page 2 of 41)
k Typical boat length 26'
m (i) Will the facility have tie pilings?
®Yes Ohio
(i !yes number of tie pilings?
I (i) Will the facility be open to the general public?
❑Yes ®No
2 DOCKING FACILITY/MARINA 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 , Location
❑ Showers
❑ Boatholding tank pumpout Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
c Describe the disposal of solid waste fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e (Q Give the location and number of "No Sewage Discharge" signs proposed
(u) Give the location and number of "Pumpout Available signs proposed
f Describe the special design if applicable, for containing industrial type pollutants, such as paint sandblasting waste and petroleum products
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake" signs proposed
I Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality
I What will be the manna policy on overnight and live -aboard dockage?
k Describe design measures that promote boat basin flushing? RECEIVED
DCM WILMINGTON, NC
DEC 102013
252-808-2808 1-888-4RG®AST www nccoastalrrnanagement net revised 1212W06

Form ®CM MP-4 (Structures, Page 3 of 4)
I If this project is an expansion of an existing marina what types of services are currently provided?
m Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes []No
n Is the marinaidocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o Is the marinaidocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (5AV) shell bottom
(SB), or other wetlands (WL)? If any boxes are checked provide the number of square feet affected
❑CW ❑5AV ❑5B
OWL ❑None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leased ❑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 ❑Pubhc/Government ❑PrivatelCommunity
(u) Number
(nu) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
4. GROIN (e g , wood, sheetpile, etc if a rock groin, use MP-2, Excavation and Fill) ® This section not applicable
a (i) Number
(u) Length
(m) 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) b Number
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
c Distance to be placed beyond shoreline d Description of buoy (color, inscription size anchor, etc)
Note This should be measured from marsh edge, if present
252-808-2808 1-888-4RCOAST www nccoastatmanagement net revised 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
e Arc of the swing
T. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
Lies within Riparian Setback
Note For buoy or mooring prhng, use arc of swing including length
of vessel
c Width of water body
615'-131'
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
Directly Adjacent
d Water depth at waterward end of structure at NLW or NWL
Minimum of 3 1'
L8. OTHER ❑This section not applicable
a Give complete description
Proposed Construction of 105' and 176' of 6' Wide Waterfront Boardwalk with Seven 4' W[de x 26' Long Finger Piers with tie
pilings Also Proposed Construction of 6' Wide Boardwalk from Existing and Proposed Structures to Boardwalk
Date
E)Lct
Project Name
RECEIVED
DCM WILMINGTON, NC
DEC 10 2013
252-808-2808 1-888-4RCOAST www nccoastalmanaaement net revised 12127/06

CHARLES F RIGGS & ASSOCIATES, INC
Land Surveyors
Charles F Riggs, P L S L-2981 502 NEW BRIDGE STREET
James A Lewis, P L S L-4562, S C u 27741 P O Box 1570
Kenneth E Johnson, P L S L-4925 JACKSONVILLE, NORTH CAROLINA
Corporate License (C-730) TELEPHONE [phone]
FACSIMILE [phone]
E-MAIL riggsland@bizec rr com
Wilmington office
101 Scotts Hill Loop Road
28541 Wilmington, N C 28411
[phone]
Narrative for Bluewater
Bluewater is located along N C Highway 210, between Greensboro Street and the former Goldsboro Street,
approximately 0 20 miles north of the intersection of N C Highway 50 and N C Highway 210, adjacent to
Stump Sound, in Surf City, Topsail Township, Pender County, North Carolina To find the property, take
Highway 17 North Wilmington and turn right on N C State Highway 50 (approximately 30 miles from
Wilmington) Head east on Highway 50 and turn left onto N C Highway 210 at the intersection of N C
Highway 210 and N C Highway 50 The property is located on the western side of N C Highway 210,
approximately 0 20 miles from the intersection of N C Highway 210 and N C Highway 50
The property consists of 0 850 acres, located between N C Highway 210 and the Atlantic Intracoastal
Waterway, adjacent to Yow's Channel and Stump Sound The subject property is presently within one parcel,
however, the applicant anticipates dividing the property into two parcels so as to properly handle ownership
dues and responsibilities between the residential units and the residential/commercial units A proposed division
line is illustrated on the plans The high ground or uplands of the property has been developed and has been
graded and stabilized for proposed vertical construction The property has 435 16 feet of linear feet of shoreline
bordering Yow's Channel High coastal marsh vegetation including Black Needle Rush(Juncus roemarianus),
Spike Grass (Distichlis spicata) and Sea Lavender (Limontus, spp , exist in the inter -tidal zone Salt Meadow
Grass (Spartma patens) complete the transition to the waters edge where Smooth Cordgrass Marsh (Spartina
alterniflora) is the predominant species The northern 129 feet of shoreline is stabilized by a bulkhead There
exist 136 feet of boardwalk along and adjacent to the shoreline with five 4' x 26' finger piers with tie piles
located at each pier's terminus
According to the Surf City Zoning and Planning Department, the project site is located within the Town's
Central Business District Therefore, development is not limited to the area landward of the 30' Coastal
Shoreline Buffer Development within designated Urban Waterfronts are not required to meet the Rules
pertaining to the 30' Buffer, as defined in 15A NCAC 7H 0209 (Coastal Shoreline Area of Environmental
Concern (AEC), provided that the applicant can demonstrate that this project meets or exceeds the Standards
This project previously demonstrated this by evidence of issuance of all state and federal permits of the original
Project
Bluewater is a permitted development consisting of two-5 story residential/commercial buildings, six-3 story
residential buildings with associated driveways and parkings areas, swimming pool, boardwalk, stormwater
collection system and utilities During the time of this approval the entire site consisted of 1 459 acres
RECE ED
DCM WII_WNGTO 4, NC
SEP 3 0 ?nJ3

The project was developed under the following permits under the Development Name of Sounds Edge Village
NCDENR — Division of Coastal Management — Permit Number 64-06
NCDENR — Division of Land Quality — 2006-104 Pende
;_NC — vision off a er Qua i — 19
CDENR —Water Quality - Sewer — WQ002 68
NCDENR — Public Water Supply
Town of Surf City — Site Plan Approval
The existing features of the project include the sidewalk along N C Highway 210, water and sewer, parking
' areas, underground stormwater collection system, two-3 story residential units, boardwalk along a portion of
the waterfront with finger piers to accommodate ten boat slips
The waters of Yow's Channel and Stump Sound, adjacent to the project site, are classified as SA by the North
Carolina Division of Water Quality They are designated as a Primary Nursery Area (PNA) by the North
Carolina Division of Marine Fisheries, and are currently CLOSED to the harvest of shellfish by the Shellfish
Sanitation Section
Bluewater requests to modify the existing CAMA Permit 64-06 by eliminating the swimming pool and
associated decking This request includes the addition of a 6' wide boardwalk along the remaining waterfront
and the addition of twelve boat slips and boardwalks connecting the existing and proposed structures to the
proposed waterfront boardwalk Ml other aspects of the original permit will remain in tact
This Narrative was created from current information in additional to the information provided in the Project
Description and Proposed Project of the original CAMA Permit application of Sounds Edge Village as prepared
by Jason Dail of Division of Coastal Management on March 20, 2006 It should be clearly understood the
applicant is not claiming authorship of this document and is fully disclosing the use of Mr Dails work
i.
REC,EIVs1D
GC,L� iMUVIINi �TOI�; NC

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:,:; L..n-7,..!, i, lilfe'lll::h:h�e:,i
CAR
1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND ��`� iL�N.....R"O•L
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE` �°.oFESSi 9
SURVEYED THE PROPERTY AS SHOWN HEREON Id
ACCORDANCE WITH THE STANDARDS OF PRACTI& SEAL =
FOR LAND SURVEYING IN NORTH CAROLINA. TI-16g-f• L-2981 v)
THE RATIO OF PRECISION AS CALCULATED B3 Sy ,.y�• Cz
LATITU D EP RES IS: I
%y�'.,LO •S ` •���'
1 -1.376
X -1.731 \ \ \
NL. gee
x-z.oza \
\ TOPSAIL SOUND
X-2.0m X-1.e45 \
1.t9a
'X-\4 1.594
/ r/,/
vV
X-2.020
1.170
x-1.318
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE -AE" (EL=10.0'+1') WHICH IS A
�( 0.321
X-2•090 \
X-o•944
EDGE OF f3tASS
/
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
\
\
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
\
-0.824
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
\
3601§6 3720423500J. FEBRUARY 16, 2007
X-2.Ma
>(\-0'e23 4-0.817
\0.042
X-2.138
\ \
\
X-0.410
\
?`0.e08 \
\
X-2.783
X, 0.063
X-2.747
\ -0.181
BOAT SLIPS
X -1.468
1-6: PROPOSED-X-0.424-
--x-q716
GRASS-'-'X-0.371
x-2.4!
x-1.972
7-14: EXISTING x-O.eoo
EDGE OF
\x\
x-z153
15-22: PROPOSED
ix -
sLoo1
1, \
X-3.103
\
,,X-0.2e9
APPROXIMATE MEAN
HIGH WATER LINE /
�X 04
-0.2 77f-o.AIX-O 00T
-0.380
X-aODS `x-0 990 ,
NOW OR FORMERLY
TOWN OF SURF CITY
PO BOX 2475
NOW OR FORMERLY
YOW
X-0.327
X-277z >,, 214 NORTH NEW RIVER DR. \
X-2.919 \>>. NC 28445
PROPOSED
FINGER PIERS: (4'x26'x7)
728.0
Sq.Ft.
x-5.477 --A-0.70e \ X-1.264
SURF CITY,
PROPOSED
PROPOSED
DOCK/BOARDWALK: (6'x287.8')
WALKS ABOVE - HIGH WATER:
1726.8
846.6
Sq.Ft.
Sq.Ft.
X-6.248 \ -0.268
X-ew9 \ -0.234
\
it z;4i D.B. 3378, P. 327 \
PROPOSED
WALKS BELOW HIGH WATER:
395.4
Sq.Ft.
x-3.171
X-7762 x-1.876
x-a03s '%: •.,
El
NOTE
PROPOSED BUILDINGS
= 13306 Sq.Ft.
EXISTING BUILDINGS
PROPOSED PARKING & WALKS
= 2257 Sq.Ft.
- 7233 Sa.Ft.
PROPOSED TOTAL BUILT UPON SURFACE
TOTAL LOT AREA
= 22796 Sq.Ft.
= 37225 S
PROPOSED BUILT'UPON AREA
61.2%
PROPOSED BUILDINGS WITHIN 75' AEC
= 13306 Sq.Ft.
EXISTING BUILDINGS WITHIN 75' AEC
PROPOSED PARKING & WALKS WITHIN 75' AEC
= 2257 Sq.Ft.
- 3563 Sq,Ft,
PROPOSED TOTAL BUILT UPON SURFACE WITHIN 75'
TOTAL LOT AREA WITHIN 75' AEC
AEC = 19126 Sq.Ft.
= 33251 Sq.Ft.
PROPOSED BUILT UPON AREA
57.5%
LOT R-1
1350 Sq.Ft.
0.031 ACRES
LOT R-2
1350 Sq.Ft.
0.031 ACRES
NEW
FUTURE
DEVELOPMENT
15429 Sq.Ft.
0.354 ACRES
NEW
RESIDENTIAL
LCA
19096 Sq.Ft.
0.438 ACRES
X-3.308 X-3.4e6 ^>,•\ \ \ N
15' 1 X-3.924 X-4.024 LAX-2.900`� �J• \�• \
Y e.279 YOW'S CHANNEL x•-z.s�z, \
P-7,738 iq x-0.13o \ NOW OR FORMERLY \
_ x-4.90e x-3.3e8 TOWN OF SURF CITY \ \ 9
I co
I x-e.i x_7.o71 iY] ` �'`•' PO BOX 2475 \
X-7.9ez x-a266 \� 214 NORTH NEW RIVER DR.
SURF CITY, NC 28445 \ \ \
x-7.s7s -3.792 x-also '°8° D.B. 3378, P. 327 \
'S
• 1 • ta5' ZA' (TVp ) X- .944 X-&077
• � Q X-5.985
• 7.830 0 WX-7.929 'I,- -as39 ox-a05% X 2042
W PILING`
G` �- .___
W X-3• NOW OR FORMERLY
3 ��� Sh`1?� �t7• I "��`:," I \ \
li „n I Il 11 w��e iilll IL` 71 � tl'?�I / II r - -s.4oe • w • ����\ x-1.te4 -. �._�I TOWN OF SURF CITY \
APPROXIMA4E MEAN WON WATERLINE
ELEVATION:-1.N 26.
COASTAL WETLAND DELINEATION
AS PER PERMIT /64-05
TOTAL AREA
37225 Sq.Ft.
0.850 ACRES
LENGTH OF SHORELINE: 435.16'
PROP - -- =-J -4,u 1- ( t
-0.376 gy} SL, PM1Nos {LENGTH - no•) -
40.1
,
w; L 33.r
l IILOT R-1
LOT R-2�
- 7.
?s' CAMAOF
Gym ALT ORIGINAL
9S0 ^ REST ENTIAL
PHDPO PROPOSED
WALK PILING
EXISTING
-DWELLING PROPOSED PROPOSED APPROXIM MEAN
AFINGER PIER HIGH WATER LINE
S
2. ' 1.3•
EXISTING GR �(-R.O'
6.1
26'
! • • )6 a48S �. �� x-a,9e 0.294 PO BOX 2475 \ \
J • 214 NORTH NEW RIVER DR.
1 x-
/3 _
I _ D.B. 3378, P. 327
i4 ''
/ SURF CITY, C
L2 Nc, -__ x 1 - - a4 17 1e ,9 20 _ 447 �7 xzst 8 \ g,Go /
0
19 - -1.280 b PROPOSED i �
"1 X5,4� �'x 1. L4" DOCKS PoLMICS {LENGTH _ 177.e7 �ciiee \\ « \ \ ' •p \ /
OVERED04 1 \ \ X-i-fi: /
�GK-'t COVERE-04 XS.53e v4 \ //S / \ O )02
' 20r t i DECK 10' '9 \� -�,� / rye' / \
COVERED ,o >E-1 zs9_ �,- /-v/ 0 \ 2Gc^ \
�WOSEO ; •�.'+ L °20 CK - ; 1 ai DECK7°' \�X2.86 S EocE of GRA�� �1" x3.az7 00 �cY \ y \; \ \ \
DWELLeKt 4"�1.1'pPROPoSED 1 1-t- F'"' .- 1 o N 0 /, Q OVJ`\\p/Q �'.�Z\
at 6WILINOW1 1 "^I. S.47S
gee 1 1 PROPOSED 1 1_\ i FUTUR
DWEW i (A e. x 607 PEL.t\d� • 2 / /
LINE TABLE
LINE
LENGTH
DIRECTION
L1
117.40'
S84'19'52"E
L2
71.63'
S81'30'41"E
L3
16.11'
S81'30'41"E
L4
32.00'
S79'10'22"E
L5
68.98'
S59'47'30"E
L6
21.00'
N57'54'27"E
L7
64.09'
N74'57'40"E
L8
43.95'
N38'52'29"E
L9
41.38'
S61'15'45"E
L10
32.29'
S34'32'40"E
Lit
50.00'
S06'12'23"E
L12
50.00'
N06'12'23"W
L13
27.00'
S83'47'37"W
L14
7.42'
N06.12'23"W
L15
27.00'
S8347'37"W
L16
9.66'
N3435'38"W
L17
14.56'
N79'36'23"W
L18
13.00'
N10'2S37"E
L19
5.00'
N10'23'37"E
L20
37.77'
N79'36'23"W
LINE TABLE
LINE III
LENGTH
DIRECTION
L21
83.44'
N79'36'23"W
L22
8.26'
S55.24'26"W
L23
42.91'
S5524'26"W
L24
20.00'
S5524'26"W
L25
20.00'
S10'44'34"W
L26
20.00'
Ni0'44'34"E
L27
30.97'
N55'24'26"E
L28
20.00'
S5524'26"W
L29
36.49'
S10'23'37"W
L30
52.47'
S06'12'23"E
L31
27.00'
S83.47'37"W
L32
7,42'
S06'12'23"E
L33
27.00'
S83'47'37"W
L34
16.28'
S0612'23"E
L35
10.60'
S06'12'23"E
L36
12.13'
S06'12'23"E
1 V9 61,i Pt:DPo�ED DEVELOPM
3D, gXg.Y PE6T� j x4.7 .`)_a �.""-J
('4•T PART OF 1 \ r 14' J 11.4' 27.3' X3.919 > \� �0� 9y_�r / O, EIP \
PLAN
FUTURE 6"" MOOXFj� w t'sS P / «JX
-
DEVELOPMENT �D4 �•_ _ i 1 \ 1 \ / DG
PROPOSE° NEW L_:o�_ 7.s' 1\ PROPOSED >rt \\�/ / a'� d \ / /W
GRAVMAO RESIDENTIAL o i \ _ BUILD'
r
LCA ® It PRE�IOti51 Y MITTED
NOT PART OF THIS m ; i az.ez'
E K�
MODIFICATION PLAN 1 ® sae3e'1sw /
\ r
® N 1 1 N�a�s� r J I /
'fJ y.,� EXISTING �'
DD L21 '' 1-"'�'T pRoposEo RA15EA WN_X__�_ - .GJ'7' ASPHALT
SS ELEVATIONS RELATIVE TO LOW WATER 0.0'
RIM: 5.36' PROPOSED PROPERTY LINE -•••1pRcpDgEO W � PARKING11 / \
Epp NOW OR FORMERLY' NCGS MONUMENT "SEA AZMK" NOTE (DATUM UTILIZED)
EXISTING L19 BLUE WATER COMMUNITY / NORTHING: 250087.51'
®® ASPHALTJ 7� ASSOCIATION i EASTING: 2440000.55' \ NORTHING: RK: NCGS 250067.510NUMENT "SEA AZMK"
PARKING DID D.B.
L17 COMMON AREA ELEVATION: 83D.B. 3504, P. 151 ® / ELEVATION: 8.39' \ \
EM 9
10 N79• 26 ��a, M.B. 48, P. 10 / \ HORIZONTAL DATUM: NAD 83 (2011)
N 15 ryVERTICAL DATUM: W 92 NEW �1 \ \ HORIZONTAL & VERTICALS DATUM OBTAINED
® ® 64, COMMON AREA ti� WITH TOPCON GRS USING N.C. GEODETIC
026532 Sq.Ft. R/W CONTINUOUS OPERATING REFERENCE STATIONS
S7g75'2sE ®� DID0.609 ACRES ti� �6 ry�4 ry�y. /
g2.64' ZONING SETBACKS (RESIDENTIAL) CZONED C-1 �CONTROL CORNER
FRONT 15' ECM =EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
yA• �y+", R REAR - 20' EIP = EXISTING IRON PIPE (FOUND)
SIDE = 7.5' EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
ZONED C-1 EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
IF" /y / ZONING SETBACKS (COMMERCIAL) ERRS = EXISTING RAILROAD SPIKE (FOUND)
NOW OR FORMERLY / \�F' MBL MINIMUM BUILDING LINE
TITC, LLC 6' Q� FRONT - 10' NMP = NON MONUMENTED POINT
/ 3rD.B. 3504, P. 153 / �� REAR - 3' R/W = RIGHT OF WAY
rn
LOT , P SIDE - 0' SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
u' ILI, \ SIP - SET IRON PIPE
PROPOSED SURFNCOITIY INVESTMENTS, INC ' OR FORMERLY'�iy M.B. 48, P. 10 / �il? BLUEDW OR WATER FORMERLYOWNERS
BLUE SMN - SEET IRON ROD
T MAGNETIC NAIL (CONTROL CORNER)
PROPOSED W� PROPOSED PROPOSED 1900 EASTWOOD RD., SUITE 11 / �c. / / ,Z,PASSOCIATION BLUE WATER COMMUNITY SPK = SET PARKER-KALON NAIL CONTROL CORNER
eUw% OOOx PROPOSED PILING NQ) CjQ ® D.B. 3504, P. 151 ASSOCIATION, INC - CENTERLINE ( )
B FINGER PIER APPROXIMATE MEAN WILMINGTON, NC 28403 6' O p It
.� HIGH WATER LINE OMN ' '� ` LCA C-1 HERITAGE 1, LLC
2, . 1 D.B. 3263, P. 161 c'. Q6• P ® = DROP INLET
TITLE SOURCE �-y
, � M.B. 48, P. 10
a - - -� TRACT 3 .�1 G`r � � � ®= WATER METER
EIeS11NG M.B. 45, P. 1 p`I'6 ' `�\ ",C NOW OR FORMERLY 'R� - FIRE HYDRANT
BULKHEAD EXISTING GRADE c�y� D.B. 4203. P. 156 (HERITAGE) = WATER VALVE
r1C' GREG ISENHOUR 151 (BLUE WATER) wv
PO BOX 4222
a ze 3 / ® SURF CITY, NC 28445 TAX ID O - CLEAN OUT - SANITARY EWER MANHOLE
i D.B. 4280, P. 247 4235 90-1300-0000 (HERITAGE) O
4 +A,/ LOT R-1 4235-90-9320-0000 (BLUE WATER) Q = TELEPHONE PEDESTAL
op M.B. 48, P. 10 © - TELEVISION PEDESTAL
REVISIONS:
11/22/13: REVISED EASTERN RIPARIAN SURVEY LINE AS PER DCM
REVISED WESTERN TERMINUS OF DOCKAGE & BOAT SLIP
REVISED PROPERTY LINE OF LOTS R-1 & R-2
oc
N
REFERENCES
Fo =FIBER OPTIC CABLE MARKER
/
D.B.
D.B.
D.B.
3378, P. 151
P.
3892, P. 33
= LIGHT POLE
p, - POWER POLE
/
/
D.B.
M.B.
,
4203156
4203, P. 158
48, P. 10
= POWER LINE
® - ELECTRIC TRANSFORMER
'o+
N50'4SWE /
0.95
- ADJOINER
IN
R/
EM MN i
R/W
X1.345 = EXISTING SPOT ELEVATION
\
GRAPHIC SCALE
30 o
u 39 eo 420
/
MAJOR CAMA MODIFICATION PLAN OF PERMIT NUMBER 64-06
FOR
BLUEWATER1
IN FEET
inch = = 30 30 ft.
LOTS R-1
& R-2, RESIDENTIAL LCA, FUTURE DEVELOPMENT TRACT & COMMON AREA
RECEIVED
ACTUAL FIELD SURVEY DATE: OCTOBER 29, 2013
FORMERLY LOTS R-1 &
R-2, RESIDENTIAL LCA, FUTURE DEVELOPMENT TRACT & COMMON AREA, M.B. 48, P. 10
DCMWILMINGTON,NC
MAPPING DATE: NOV-:22, 2013
J DRAWN BY: . HALML-M S
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
E
CHECKED BY: C,', P06i6i5
FIELD BOOK: 808 . PAGE: 1
203 NORTH NEW RIVER DRIVE
PROJECT NUMBER: 13-02-10
-
.