20191155 Ver 1_CAMA Application_20190828

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Tanglewood POA c/o Brandon Isenhour
2. LOCATION OF PROJECT SITE: 3185 Waterview Drive SW, near Supply in Brunswick County,
adjacent to the AIWW
PHOTO INDEX: 2006 M-6586 4-6214 1-4-5 & M4-5
LATITUDE: 33° 54'53" N LONGITUDE: 78' 20' 18.6" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit: August 7, 2019
Applicant/Agent Present: NO
S. PROCESSING PROCEDURE: Application Received: June 10, 2019
Application Completed: August 19, 2019
Office: Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Brunswick County
Land Classification From LUP: Residential (R-6000)
(B) AEC(s) Involved: ES, PTS, CW, EW, & PTA
Water Dependent: YES
(C) Intended Use: Private Residential Community Boat Ramp & Docking Facility
(D) Wastewater Treatment: Existing — Municipal
Planned — N/A
(E) Type of Structures: Existing — Boat Ramp & Docking Facility
Planned — Replace Boat Ramp & Associated Structures
(F) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
IMPACTS
(D) Total Area Disturbed: 2,765 ft2 (0.06 Acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SA; HQW
(G) Shellfish Harvesting Open: YES
8. PROJECT SUMMARY: The applicant is proposing to replace the existing boat ramp and associated
structures of the Tanglewood Property Owner's Association (POA) private residential community docking
facility along the Atlantic Intracoastal Waterway (AIWW).
960 ft2 (Boat Ramp)
(A) Uplands
N/A
N/A
12260 ( lk1er) ds)
(B) Vegetated Wetlands
N/A
N/A
N/A
1220 ft2�BBoat Ram )
(C) Open Water
N/A
N/A
244 ft2k
ft2 (Rip Rap)
(D) Total Area Disturbed: 2,765 ft2 (0.06 Acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SA; HQW
(G) Shellfish Harvesting Open: YES
8. PROJECT SUMMARY: The applicant is proposing to replace the existing boat ramp and associated
structures of the Tanglewood Property Owner's Association (POA) private residential community docking
facility along the Atlantic Intracoastal Waterway (AIWW).

Tanglewood Property Owner's Association c/o Brandon Isenhour
Page 2
9. PROJECT DESCRIPTION
The applicant's property is located at 3185 Waterview Drive SW in Supply, Brunswick County along the
AIWW. To locate the project site from the Wilmington Regional Office (WiRO), travel southwest from
Wilmington to Supply on US 74 W (Martin Luther King Jr Pkwy) & US 17 S for approximately 35 miles
until you reach Mt Pisgah Road SW and take a left to head towards Holden Beach. Travel about 4 miles
down Mt Pisgah Road SW until you reach Oxpen Road SW on the right, just after NC 130 comes into Mt
Pisgah Road SW. Go down Oxpen Road SW for about one and three quarters of a mile until you reach
Boones Neck Road SW. Take a right onto Boones Neck Road SW and continue about a mile and you
will reach W Tanglewood Drive SW on your left. Go left onto W Tanglewood Drive SW and you are now
in the Tanglewood Community. Travel almost half a mile to the end of W Tanglewood Drive SW and you
have reached Waterview Drive SW. Turn left onto Waterview Drive SW and travel to the end of the road
and you have reached the project site of the Tanglewood Community Boat Ramp & Docking Facility
located on your right. The project site is bordered by residential properties to the north and west, a tidal
creek to the east, and the AIWW to the south.
The project site is comprised of one parcel totaling approximately 0.41 acres in size and the elevation is
approximately 5.2' above normal high water (NHW) as reported by the applicant. There is approximately
340' of shoreline along the AIWW and tidal creek surrounding the property. The east shoreline adjacent
to the tidal creek has been stabilized with rip rap. Coastal Wetland vegetation is present waterward of
the existing rip rap along the shoreline around the entire parcel and consists primarily of Smooth Cord
Grass (Spartina alterniflora). Currently the high ground of the project site is vegetated primarily with lawn
grasses and mature oak trees and supports the community boat ramp and docking facility by a gravel
driveway. There is also a gazebo located to the west of the boat ramp on the high ground of the property
totaling approximately 215 ft2 that leads to the community docking facility. An existing private community
docking facility extends from the natural shoreline and the gazebo out into the AIWW and includes a pier,
two fixed platforms, and a finger pier that leads to the floating dodo that supports 2 boat slips. The existing
docking facility extends into the western adjacent 15' riparian corridor setback and beyond the riparian
corridor line as reported by the applicant. An existing boat ramp with associated structures including two
stabilizing wooden bulkheads, an adjacent fixed pier, and a single mooring piling is located in the center
of the property and provides access to the AIWW. The applicant states that the waterbody measures
approximately 504' wide in this location of the AIWW with a water depth of -3.5' at mean low water (MLW)
at the waterward end of the existing boat ramp.
The Brunswick County Land Use Plan classifies the area in the vicinity of the project area as Residential
(R-6000). The waters in the project area are classified as SA/HQW by the N.C. Division of Water
Resources (DWR). The waters are not designated as a Primary Nursery Area (PNA) by the N.C. Division
of Marine Fisheries (DMF), and they are open to the harvest of shellfish.
10. PROPOSED PROJECT
The applicant is proposing to replace the existing boat ramp and associated structures of the Tanglewood
POA private residential community docking facility along the AIWW. Before demolition of the existing
boat ramp and wooden bulkheads, the applicant states a turbidity curtain would be installed to prevent
materials from accidentally leaving the project site. The existing boat ramp and wooden bulkheads would
be removed using an excavator and disposed of at the landfill. The 91 ft2 section of concrete connected
to the boat ramp leading to the existing adjacent wooden pier would be removed and not replaced due
to not serving as a functioning section of the boat ramp (See Sheet Cl). Excavated materials would be
temporarily stockpiled out of the 30' Coastal Shoreline Buffer in the parking area of the gravel driveway
using erosion and sediment control practices including silt fencing. After they have dewatered, the spoils
would be trucked to the landfill for disposal.

Once removed, the applicant proposes to replace the boat ramp in the same footprint with dimensions
approximately 109' in length by 20' in width (See Sheet C2). Before the new boat ramp can be
constructed, two new vinyl bulkheads are proposed to stabilize the sides of the boat ramp. The proposed
vinyl bulkheads would each measure approximately 91.5' in length and 2' in width and terminate at the
waterward end of the boat ramp. After the proposed vinyl bulkheads have been pile driven into the
substrate and constructed, a temporary sheet pile coffer dam is proposed around the limits of disturbance
for the boat ramp replacement. Once the temporary sheet pile coffer dam has been constructed around
the limits of disturbance for the proposed replacement of the boat ramp, the applicant proposes to
construct a new boat ramp using a concrete truck to pour the concrete in place. The concrete would be
poured within the control joints of the temporary coffer dam and vinyl bulkheads to construct the new boat
ramp in the same location. After the concrete has dried and the boat ramp has been constructed, the
applicant proposes to remove the temporary coffer dam and turbidity curtain and add rip rap 1' thick at
the waterward end of the boat ramp approximately 21%' in length and 7'/' in width to prevent boat
propeller washing from launching and loading vessels. Where the 91 ftZ section of concrete would be
removed from the high ground, the applicant proposes to replace this section of the boat ramp with a
fixed wooden pier connecting to the existing wooden pier adjacent to the boat ramp. The proposed pier
would measure approximately 20' in length and 3' in width totaling approximately 60 W.
11. ANTICIPATED IMPACTS
The proposed boat ramp replacement and associated structures would disturb a total area of
approximately 2,765 ftZ. A total of approximately 1,142 ft' would be disturbed within the high ground
portion of the property in the 75' Estuarine Shoreline Area of Environmental Concern (AEC). The
proposed boat ramp would result in approximately 960 ftZ of disturbance on high ground within this AEC.
The proposed vinyl bulkheads would result with a high ground disturbance of approximately 122 ftZ and
the proposed pier addition would result in approximately 60 ftZ of disturbance to this AEC. A total of
approximately 1,623 ft' would be disturbed over open water within the Estuarine Waters & Public Trust
Areas AECs. Approximately 1220 ftZ of open water within this AEC would be disturbed by the
replacement of the proposed boat ramp. The proposed vinyl bulkheads would result in an open water
disturbance of approximately 244 ftZ and the proposed rip rap would result in approximately 159 ftZ of
disturbance to this AEC. The boat ramp and associated structures would not encroach into either of the
15' riparian corridor setbacks. As proposed, there would not be a potential for bottom disturbances such
as accidental dredging or displacement of the substrate by prop -washing from vessel propellers to utilize
the boat ramp at periods of low tide due to adding rip rap 1' thick at the end of the boat ramp. Minor
increases in turbidity should be expected during construction. There appears to be no Submerged
Aquatic Vegetation (SAV) nor shellfish beds in the project area. This area is a not a Primary Nursery
Area (PNA) and is open to the harvest of shellfish by the Division of Marine Fisheries (DMF).
Submitted by: Tyler McGuire Date: August 19, 2019 Office: Wilmington

DESIGN NARRATIVE FOR TANGLEWOOD SUBDIVISION
BOAT RAMP REPLACEMENT
BRUNSWICK CO., N.C.
June 2019
TABLE OF CONTENTS
1.0 General Information
2.0
Site Description
3.0
Project Description
4.0
Environmental Impacts
5.0
Erosion Control Considerations
6.0 Construction Schedule
APPENDIX
PROJECT AREA TOTALS
FIGURES
QUAD SHEET
CONSTRUCTION PLANS
Tanglewood Boat Ramp Replacement
June 2019
RECEIVED
JUN t 0 2019
DCM WILMINGTON, NC

1. General Information
a. Tanglewood Subdivsion Ramp Replacement
b. 3185 Waterview Drive, Supply, NC
c. 0.41 Acres on Project Site
d. 0.06 Acres to be Disturbed for this project
e. Wetlands
1. Coastal Wetlands do exist on the site and shown on plans.
2. No wetlands will be impacted by this project.
f. Ownership — Tanglewood Subdivision Property Owners Association
P.O. Box 324
Shallotte, NC 28459
g. Description of Development
The Tanglewood Subdivision is a residential area in the unincorporated
district of Brunswick County along the ICWW close to Holden Beach.
The subdivision was created with a community boat ramp in
approximately 1970. There are existing lakes, roadways, pier, floating
dock, gazebo, and concrete ramp.
This project proposes to replace the existing wooden bulkhead concrete
ramp with new PVC sheetpile bulkhead and new concrete.
h. Pre -1988 Built Upon Area, If Applicable — None in this project.
i. This project will be one phase.
j. Sewer for the site is existing municipal. Water supply is existing
municipal system.
k. No historic sites exist within the project.
I. There are no non-compliance issues known.
2. Site Description: The project site is in Brunswick County, NC.
The existing subdivision is located around existing freshwater lakes with a number of
lots running along the ICWW. The HOA maintains ownership of one lot at the ICWW
that has water access amenities. The amenities include a boat ramp, pier, floating
dock, and gazebo.
Land use in the vicinity is primarily residential with some commercial.
3. Project Description:
The proposed project is to remove the existing wooden bulkhead that holds the concrete
ramp in place. All of the existing concrete will be removed as well. Once the existing
ramp items are gone, then new PVC sheet piles will be installed with vibratory pile
driver. Then concrete will be poured back between the sheetpiles to create the new
RECEIVED
Tanglewood Boat Ramp Replacement JUN ] 0 2019
June 2019
DCM WILMINGTON, NC

ramp. #57 Stone will be placed off the end of the concrete to prevent boat propeller
wash when loading/unloading vessels. No canal will be dredged at the ramp.
4. Environmental Impacts
The project will disturb only 0.06 acres of land along the ICWW which will comply with
the NCDENR requirements of the Sediment Erosion Control rules. The only area to be
disturbed will be the amount necessary to completely remove the existing ramp. There
will be no impervious areas constructed within 50' of the mean high water line.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrance
should be installed where Road enters the site. For dimensions and specifications,
see construction details.
2. Floating Boom
A floating boom turbidity curtain will be installed around the work area to prevent
disturbed materials from floating away from the work area.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before demolition, install turbidity curtain.
5. Begin demolition.
6. Install sheet piles.
7. Fill concrete as needed to accomplish finish grades.
8. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
END OF PLAN
RECEIVED
JUN 10 2019
Tanglewood Boat Ramp Replacement
,lune 2019 DCM WILMINGTON, NC

212 Princess Street
June 10, 2019
RIGHT ANGLE
u ENGINEERING, PC
Wilmington, NC 28401 Tel. [phone] Fax [phone]
To: Debbie Wilson
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: CAMA Minor Permit Application
Tanglewood POA Ramp Replacement
Shallotte, NC
Dear Ms Wilson,
The existing Tanglewood neighborhood boat ramp is in severe deterioration of the driving
surface, wood bulkheading, and rutting out of the material at the bottom of the ramp as well. The
POA wishes to repair the ramp by installing new vinyl sheetpile and new concrete surface to get
the ramp back to its full service of providing water recreational access to the ICWW.
We believe this repair will be of little environmental impact by keeping the same footprint of the
existing ramp. No other ramp or dock work is proposed at this time. The proposed work will be
conducted after Labor Day (September 2, 2019).
Enclosed are two sets of 11'x17' construction plans, application, and $400 application fee.
Please let me know if you have further questions or comments.
Thank you,
Shane Lippard, P.E.
Vice President
Right Angle Engineering, PC
JUN 10 2019
RECEIVED
JUN 1 0 2019
DCM WILMINGTON, NC

DCN NP4
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Tanglewood Property Owners Association
Tanglewood Boat Ramp
Applicant 1: First Name
MI
Last Name
Brandon
Isenhour
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
Slate
PO Box 324
324
Shallotte
NC
ZIP
Country
Phone No.
FAX No.
28459
USA
910-512-4803 ext.
- -
StreetAddress(if different from above)
City
State
ZIP
3185 Waterview Drive
Supply
NC
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Right Angle Engineering, Pc
Agent/ Contractor 1: First Name
MI
Last Name
Shane
Lippard
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
212 Princess Street -
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401
910 - 251 - 8544 ext.
- - ext.
FAX No.
Contractor #
N/A
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
��.evcr v cu
,JUL 3 0 2019
252-808-2808 :: 1-888.4RC0A57 :: www.nccoastalmanagemenil.IQTON, NG

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
3185 Waterview, Drive, SW
340 LF
Subdivision Name
city
State
Zip
Tanglewood
Supply
NC
28462 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 512 - 4803 ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Atlantic Intracoastal Waterway
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
Atlantic Intracoastal Waterway
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.
i. Is the proposed project consistent with the applicable zoning?
Brunswick County
4.
Site Description
a.
Total length of shoreline on the tract (h.)
b. Size of entire tract (sq.ft.)
340 LF
N/A common area - 0.41 ac.
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
5.2 above, -3.5 below ®NHW or ❑NWL
e.
Vegetation on tract
grass, trees
f.
Man-made features and uses now on tract
Boat ramp, dock, pier and gazebo
g.
Identify and describe the existing land uses adiacent to the proposed project site.
3183 Waterview Drive - residential; 3189 Waterview Drive - residential
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CO -R-6000
(Attach zoning compliance certificate, if applicable)
®Yes ❑No []NA
j.
Is the proposed activity pan of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo [INA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo
RNA IVED
National Register listed or eligible property?
<Form continues on next page> JUL 3 0 2019
MPeA WILMINGTON, SIC
252.808.2808 :: 11-888-411COAST :: www.ucconstalmanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Governmenl
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Same as existing. Community boat ramp for Tanglewood Subdivision.
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.
Existing ramp wooden bulkhead and concrete ramp will be removed by excavator.
Sheet piles to be driven by pile
driver and concrete poured to create a new ramp in the same location. Temporary
coffer dam 192' long required to
pour concrete below MHW.
d. List all development activities you propose.
Removal of existing boat ramp. Replace with new concrete boat ramp and bulkheads.
e. Are the proposed activities maintenance of an existing project, new work, or both?
both
f. What is the approximate total disturbed land area resulting from the proposed project?
2,508 OSq.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 slate.
None
1. Will wastewater or stormwater be discharged into a wetland?
[]Yes ®No [-INA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ❑NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NIRECEIVED
If yes, attach a mitigation proposal.
<Form continues on back> JUL 3 0 201'
peel WILMINGTON. IAC
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) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work 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 Glenn & Camilla Woodcock Phone No.
Address 3251 Withering Heights Dr., Newton, NC 28658
Name Alvin Jernigan Phone No. 910-842-9147
Address 3189 Waterview Drive SW, Supply, NC 28462
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.
None
h. Signed consultant or agent authorization forth, if applicable.
1. Welland 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.
1 understand that any permit issued in response to this application will allow only the
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 _5/15/2019 Print Name _Tanglewood POA, Brandon Isenhour
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development RECEIVED
ODCM MP4 Structures Information
TM S/lz/zotq JUN 10 2019
DCM WILMINGTON, Nr -
252 -808-2808
r252-808-2808 .. 1.888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
136
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
disposal of concrete and debris at landfill
c. (i) Do you claim title to disposal area?
❑Yes ❑No NNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL NNone
(ii) Describe the purpose of disposal in these areas:
❑This section not applicable
b. Type of material to be excavated.
soil and concrete
d. High -ground excavation in cubic yards.
0
❑This section not applicable
b. Dimensions of disposal area.
N/A
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No NNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes NNo [INA
(ii) If yes, how much water area is affected?
RECEIVED
JUL 3 0 2019
DC',' WILMINGTON. NO
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmananement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
109
Width
20
Avg. Existing
-0.5 MLW
NA
NA
Depth
Final Project
-0.5 MLW
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
136
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
disposal of concrete and debris at landfill
c. (i) Do you claim title to disposal area?
❑Yes ❑No NNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL NNone
(ii) Describe the purpose of disposal in these areas:
❑This section not applicable
b. Type of material to be excavated.
soil and concrete
d. High -ground excavation in cubic yards.
0
❑This section not applicable
b. Dimensions of disposal area.
N/A
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No NNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes NNo [INA
(ii) If yes, how much water area is affected?
RECEIVED
JUL 3 0 2019
DC',' WILMINGTON. NO
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmananement.net revised: 12/26/06

Form UCNII MP -2 (Excavation and Pill, patio 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development Is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length: 183. 7.5,
®Bulkhead ®Riprap ❑Breakwater/Sill ❑Olhec Width: 2' 21.2
c. Average distance walery iird of NHW or NWL: 67' d. Maximum distance vvalenvard of NHW or NWL: 62-
a. Type of stabilization material:
PVC sheet pile, Rip Rap Slone
g. Number of square feet of all to be placed below water level.
Bulkhead backfill 1220(conc. ramp) Riprap L69
BreakwateriSlll_ Other_
I. Source of fill material.
concrete truck pour, alone quarry
I. (i) Has there been stvieline erosion during preceding 12
months?
❑Yes ®No [INA
(if) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
concrete and rip rap
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wellandsimarsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(Iii) Dimensions of ail area
(iv) Purpose of fill
submerged aquatic vegetation (anV). sneu oonom taut, or
other wetlands (WL)? It any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ OSB
OWL ❑None
(it) Describe the purpose of the fill in these areas:
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g.. dragline,
controlled? backhoe, or hydraulic dredge)?
any stockpiles out of 30' buffer in parking area excavator, pile driver, concrete truck
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed In transporting equipment to project
❑Yes DgNo [INA site? ❑Yes ®No [INA
(it) If yes, explain what type and how they will be Implemented. (it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
5/15/2019 Tanglew od Property Owners Association, Brandon Isenhour
Date Ap t I
�— RECEIVED
Tanglewood Boat Ramp
"Pu`iu y � � JUI 8Q ?1119
Project Name
pC(, tvu-KIMIGTON, NC
252.008-2808 a 1.888.4RCOAST :: revised: 12/26100

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 ❑PublicJGovernment ®Private/Community
[]This section not applicable
It. (i) Will the facility be open to the general public?
[]Yes NNo
c. (1) Dock(s) and/or pler(s)
d. (i) Are Finger Piers included? ❑Yes NNo
(ii) Number 1
If yes:
(iii) Length 20
(ii) Number
(iv) Width 3
(!if) Length
(v) Floating ❑Yes NNo
(iv) Width
(v) Floating ❑Yes []No
e. (1) Are Platforms included? []Yes NNo
f. (i) Are Boatlbls Included? ❑Yes NNo
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas an: calculated from dripfine dimensions.
g. (1) Number of slips proposed
h. Check all the types of services to be provided.
0
❑ Full service, including travel lit and/or rail, repair or
(it) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
2
N Dockage ( wet slips") only, number of slips: 2
❑ Dry storage; number of boats: _
N Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 20'
m. (i) Will the facility have tie pilings?
[]Yes NNo
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed
I. (!)Will the facility be open to the general public?
❑Yes NNo RECEIVED
AUG S 2019
DCM WILMINGTON, RC
'„" (.\Hf S'; I)J`; nir.,.t.. ,'ile.'1 :, r_. :.:: i; , d NK.

2. DOCKING FACILITY/MARINA OPERATIONS 0This 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
❑ Boalholding 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. (i) Give the location and number of "No Sewage Discharge' signs proposed.
(li) 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.
J. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin Hushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
ReGlaIVEo
m. Is the marinaldocking facility proposed within a primary or secondary nursery area? �U U 8 20 119
❑Yes ❑No
GCM WILMINGTON, NC

n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marinaldocking facility proposed within or adjacent to coastal wellandslmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(Si or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAv ❑SB
OWL []None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes ❑Nc
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 ❑PubliclGovemment ❑PrivatelCommunity
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas am calculated Imm drijohne dimensions.
14. GROIN (e.g., wood, sheefpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (q Number
(it) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheefpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Publle/Government ❑PrivatelCommunity
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
AUG 8 2019
ccs ��+j�r�inuron, r:
:� t.i iii ': Biu - f.3+i-/'Nt.OF?5' � �'". rt•.:c,• tista�� tr ;�f.Pa+i .� � 't' J ,':°7:rJu

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
0' Greater than 15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
504'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
NA due to existing structures.
18. OTHER ®This section not applicable
a. Give complete description:
a
Date
-I- weed 3eak R� . o
Project
aN
Appllea Fidai e
Applicant Signal
P5CVVF-D
AUG 8 2019
DCM WILMINGTON, NC
-oki r I I ', .. 06

ROY COOPER
Governor
MICHAEL S. BEGAN
Secretary
BRAXTON C. DAVIS
Director
Shane Lippard, P.E.
c/o Right Angle Engineering, PC
212 Princess Street
Wilmington, North Carolina 28401
NORTH CAROLINA
Environmental Quality
August 19, 2019
RE: CAMA Major Development Permit Application
Tanglewood POA Boat Ramp Replacement
Dear Mr. Shane Lippard,
The Division of Coastal Management hereby acknowledges receipt of your application on June 10, 2019, acting as
agent for Mr. Brandon Isenhour with Tanglewood Property Owners Association, for State approval for the proposed
replacement of the boat ramp at the Tanglewood POA property located at 3185 Waterview Drive SW in Supply,
Brunswick County, adjacent to the Atlantic Intracoastal Waterway. The application was accepted as complete on
August 19, 2019 and appears to be adequate for processing at this time. The projected deadline for making a
decision is November 2, 2019. An additional 75 -day review period is provided by law when such time is necessary
to complete the review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as your notice of an
extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from August 19, 2019, you may request a meeting
with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such
a meeting will be held within five working days from the receipt of your written request and shall include the
property owner, developer, and project designer/consultant.
NCGS 113A -I 19(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from
a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property; or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Sincerel
,
TyleYMcGure
Environmental Specialist
cc: Courtney Spears, DCM USACE
Doug Huggett, MHC Chad Coburn, DWR
Connie Marlowe, LPO Tanglewood POA c/o Brandon Isenhour, Applicant
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, Nonh Carolina 28405
910.796.7215

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Environmental Qualify
August 19, 2019
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice Combo:
• Tanglewood Property Owners Association
• Town of Wrightsville Beach
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal Management
Hello Angie: Please publish the attached Notice in the Thursday, August 22, 2019 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by credit card to the
attention of Jarimy Springer.
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
S' cerely,
anya K' Pi ila
rmittin upport & Customer Assistance
cc: MHC file
Courtney Spears - WiRO
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the LAMA: On August 19, 2019, Tanglewood Property Owners Assoc.
proposed to replace an existing boat ramp at 3185 Waterview Drive SW, adjacent to the A1WW, in
Supply, Brunswick County; and on July 24, 2019, The Town of Wrightsville Beach proposed to
redevelop the ocean access park facilities & reconfigure parking areas along Salisbury St. from Banks
Channel to the Atlantic Ocean, adjacent to the Atlantic Ocean, Wrightsville Beach, New Hanover
County.
A copy of these applications can be examined or copied at the office of Debbie Wilson, N.C. Dept.
of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC
28405, (910-796-7266) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to September 12, 2019 will be considered in making the
permit decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice
of the permit decision in these matters will be provided upon written request.

May 15, 2019
To Whom it May Concern:
This letter serves as my authorization as President of Tanglewood Property Owners Association, for
Shane Lippard, P.E. of Right Angle Engineering, P.C. to serve as my agent through the review process of
this project.
Thank you,
Brandon Ise our, President
Tanglewood Property Owners Association
PO Box 324
Shallotte, NC 28459
910-512-4803
RECEIVED
JUN 10 2019
DCM WILMINGTON, NC

CERTIFIED, Mem - RETURN RECEIPT R affi TED
DIVISION OF COASTAL. MANAGEWNT
ADJACENT RIPARIAN PROPERTY OWNER N071FICATIONIWAIVER FORM
Name of PropertyOwner.Tgh�,lfWood Qro e�}y Owners 14ssaua t��
AddressofProperty: 3)85 QIZ,VQYV -F W -Dr, SW SNppiy,Nc �By(,�
(Lot or Street*, Street or Road, City & County)
Agent's Name #:moo } v joy, n _s V P '_r P&Wailing Address: Py F> o Y 3a\4
Agent's phone °11°1-(P9 -0 45 5hc,l�o r���.) a�`4Sct
. 1 hereby certify that i own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing; with dimensions. must be RroV'c o with this let6sr.
I have no objections to this proposal. I have objections to this proposal.
Iryouhave objeWonstowhadsbaingpnWosa4youmustno#*MeDlvirbnofCoast MamgomeM(Dm In
wrfdng wlfhln 10 days of receipt of this notice. Cormapondence should bemalled to 127Cardina/ Drive Ext,
MIMInglon, NC, 28408.3845. DCM representatives can also be contacted at [phone]. No response is
considered the same as no obl"Non Nyou have been notltled by Cert7Ned Nalh
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back' a minimum distance of 16 from my area of riparian access unlesswafved by me. (if you
wish to waive the setback, you must Initial the appropriate blank below.)
I do wish to waive the 15 setback requirement.
f do not wish to waive the t5 setback requirement.
Owner
Sigrns !.�
- ,ri"
-1)0u N-aeS�Ins ;VW TPow
Print or-i'ypeNar e
Po ?OX 3a�
Mailing Address
Sial 017 . � Nc aiS9
City/stategip
0119 -tog
Telephone Number
8 -IS -19
Date
3/83
Property Owner Information)
lir✓ 1�odoepcic i(�.
Print or Type Name
,3251 01700006 ff�e� FisvOr.
Mailing Address
AJ6,J /on/ /tlC 28 58
C>ty/statelzlp RECEIVED
8 28) 23�-i35z-
Telephone Number A U (i 1 9 1"I9
a ` 0-- / - ^DGM WILMINGTON, NC
Date
Wty 7�✓f�Q)2�_ Revised 6W1&2012
5 kr�eLy Ne- Z -9%,Z ..

DIVISION OF COASTAL VAINAGBOU
ADJACENT RIPARWN PROPERTY OWNER NOTIFICATIONWAWER FORM
Name of Property Owner:To,
Address of Property: 338S Qt'6N'v)`e,w Dir, Sw Smppl�j,Nc ag'4(v2
(L.otormreett streetorRoad, may& )
Agent's Name F& Address: ?y goy Sat)
_-
Agedsphone t 3 tol - V5 f, -o-)..45 _ 5 kcyild� rz,�j e, �i�4s9
1
011
i'1 1 • 1 i' { 1ti Y. I1 .1 !1 - 1 i I -1f Y. i }, • . 1 1 J >, • .
1 — _ I r.: • ._L-.r,L 1`, 1 . • • I 4UUI::.C- f•: • : ILLI.iL2�l , 7h1 Ii > .00
::I: c.
A IK •a It f1 r1lfl i If I)l,f�: 3: 1a; SS:1J In 1 ifi' 11f_I:1,.":
NYoukavaobjscCtmtowhartsbeingproposedyoumustr4 fytheD orcw.i H ga4io
wtf hgMWn10daysofrecerptofOts.nob'm Corraspandoacesh*Wbem&Wft127CwftalDAW15d,
Wdmbiton, NCi 2840SUMM DC3if reprase &Mms cm also be coelacted at (9fd) 790-M& No mspam tis
WAVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, bosthoUs% Idti or groin must be set
back a minimum distance of 16 from my area of riparian access unless waived by me. (if you
wish to waive the setback, you must IgMal the appropriate blank below.)
I do wish to waive the 18 setback requirement.
_ I do not with to waive the I& setback requirement
�1
�`
,n;
-Io nr :V`P'TYPott�
Prins or pe NOg
90_ BQu 3 cul
MaNng address
Sl,Cal -C)*�Z. , Nc a�ys9
Gily/statewp
919 -(O9 oags
Telephone Number
zl�("e'-uJfOr'6 - 1�2 u1
Marling address
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cS89ro z
RECEIVED
0//0 -5"78 ,S"S"A
Telephone Number 10M) ! 9 : J
lLL7 `S/f DCM WILMINGTON, NC
Date // Pate
3lc �t%P'r ✓i�v/ '' `�� Revised6!IN012
69pV lU 264'0-2

McGuire, Tyler D
To: [e-mail]
Subject: CAMA Major Permit Application Tanglewood POA
Attachments: Tanglewood POA Add Info.docx; Tanglewood POA Major Application Checklist.pdf;
Tanglewood POA Plans.pdf
Mr. Shane Lippard,
I received the CAMA Major Permit Application for Tanglewood POA's boat ramp replacement on June 10. At this time
the application is incomplete and requires additional information necessary to complete processing. I have addressed
the deficiencies with this application in the Additional Information letter attached to this email. I have also included the
Checklist for CAMA Major Permit Applications as well as the Plans to this email to help correct these deficiencies. I
highly recommend a preliminary meeting on site to discuss these deficiencies of your application.
Thank You,
Environmental Specialist
Division of Coastal Management
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Tvle r.McGuire(a ncden r.gov
-E-mail correspondence to and from this address nmv be subject to the
North Carolina Public Records Law and now be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S.REGAN
Secretary
BRAXTON C. DAVIS
Director
SENT VIA EMAIL
Shane Lippard, P.E.
c/o Right Angle Engineering, PC
212 Princess Street
Wilmington, North Carolina 28401
NORTH CAROLINA
Environmental Quality
June 24, 2019
RE: CAMA Major Development Permit Application
Tanglewood
Dear Mr. Shane Lippard,
The Division of Coastal Management hereby acknowledges receipt of your application on June 10,
2019, acting as agent for Mr. Brandon Isenhour with Tanglewood Property Owners Association, for the
proposed replacement of the boat ramp at the Tanglewood POA property located at 3185 Waterview Drive
SW in Supply, Brunswick County. However, your application still lacks the information necessary to
complete processing. The attached checklist indicates the deficiencies of your application. If you respond
within three working days from the date of this E-mail with the required additional information, processing
of your application will promptly continue and will not be placed on hold. If you are not able to respond
within three days, your application will not be accepted as complete for processing. Additional information
may be required pending further review by the fourteen (14) review agencies. The attached checklist
indicates the deficiencies of your application.
We suggest a preliminary meeting to review the application and address the deficiencies on the checklist.
If you have any questions concerning this matter, please call me at my Wilmington Office at (910) 796-
7424.
Sincerely,
Tyler McGuire
Environmental Specialist
Enclosures
cc: Debbie Wilson, DCM Wilmington
Doug Huggett, DCM Morehead City
Courtney Spears, DCM Wilmington
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

CHECKLIST OF ADDITIONAL REQUIRED INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
DCM MP -1 APPLICATION FOR MAJOR DEVELOPMENT PERMIT
Page 2 of 4
• 4.a. — 445' of shoreline? I measure approximately 220'. Please check measurement.
• 4.b. — 0.41 acres
Page 3 of 4
• 5.c. — Do you plan on installing a temporary coffer dam with sheet piles to construct the concrete
boat ramp waterward of the bulkheads? If a temporary coffer dam is proposed to pour the concrete
below mean high water, then we will need a description of that structure listed here as well as
shown on the plans.
DCM MP -2 EXCAVATION & FILL
Page 1 of 2
• Boat Ramp Depths — 3.5' MLW (not MSL)
• 2.a. — Where? Landfill? Upland Spoil Disposal Area?
Page 2 of 2
• 3.b. —Length: 147', 21.25'
Width: 11, 7.5'
• 3.d.-38'
• 3.e. — PVC sheet pile, #57 stone
• 3.g. — Bulkhead Fill? Where and what type of fill?
• 3.h. — rip rap, clean dirt?
• 31 — upland borrow site?
• 5.a. — on site out of 30' buffer
WORKPLAN DRAWINGS
C1
• Site Data Table — where are these proposed structures/amenities located? If these
structures/amenities are located outside of the 75' AEC on the main parcel owned by the
POA then just remove the table from the plans.
• Label Rip Rap Area as Existing and show rip rap on the plans just as shown with the
proposed rip rap on C2 at the end of the boat ramp.
• Please relabel Normal High Water to Mean High Water (MHW) to be consistent with C2.
• Continue the waterward coastal wetland delineation (marsh line) across the entire parcel
and add the landward limits of coastal wetlands to the plans. Please show marsh grass on
the plans and label the lines.
• We need to see the entire docking facility on the plans. Please show the existing footprint
of the docking facility and label the structures as existing.
• General Note #6 explains that the Atlantic Intracoastal Waterway Right of Way and 80'
Setback lines are plotted and there is only the Right of Way shown. Please include the 80'
Federal Channel Setback line to both plans.
STH
Npn t �iauu�
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Caroltna 28405
910.796.7215

• We need to see the Riparian Corridor for the parcel on both plans. Please include the
Riparian Lines with the 15' Riparian Setbacks.
• What is the width of this waterbody? Please include the width of the waterbody on both
plans.
• What is the need/purpose of replacing the section of the concrete boat ramp with concrete
that is not used for unloadinglloading vessels? I've highlighted this section pink on both
plans.
• Work Note for the Site Contract #4 explains that no work shall occur below the mean high
water line. Please remove this note.
• General Note #6 explains that the Atlantic Intracoastal Waterway Right of Way and 80'
Setback lines are plotted and there is only the Right of Way shown, however this line is
labeled incorrectly and says 80' Setback From Dredged Channel. Please correct the line
to say Atlantic Intracoastal Right of Way and include the 80' Federal Channel Setback line.
• Structural Note #3 explain that the proposed bulkhead length is approximately 310 feet in
length? I measure approximately 147 feet in length.
• Structural Note #12 explains that backfill for bulkhead shall be clean? Where is backfill
proposed or needed for these structures? I'm a little confused by this and the backfill listed
on the MP -2. There shouldn't be much, if any, backfill needed for these bulkheads.
• Structural Note #15 explains that anchors will be used for the proposed bulkheads? There
shouldn't be any anchors or backfill for these proposed bulkheads.
• Label Rip Rap Area as Existing and show rip rap on the plans just as shown with the
proposed rip rap on C2 at the end of the boat ramp.
• Continue the waterward coastal wetland delineation (marsh line) across the entire parcel
and add the landward limits of coastal wetlands to the plans. Please show marsh grass on
the plans and label the lines.
• We need to see the entire docking facility on the plans. Please show the existing footprint
of the docking facility and label the structures as existing. Label the gazebo the same as
on C 1.
• Label the replaced structures (bulkheads, boat ramp, rip rap) as Proposed. Show an arrow
or label both proposed bulkhead replacements.
• What does C.J. mean on the boat ramp?
• We need to see the Riparian Corridor for the parcel on both plans. Please include the
Riparian Lines with the 15' Riparian Setbacks.
• What is the width of this waterbody? Please include the width of the waterbody on both
plans.
• Cross Section A is included, but there is not a line labeled as "A" going across the boat
ramp. Where is this cross section from? Leave this cross section, but also add Cross
Section B to the plans showing the slope of the boat ramp from beginning to end of the
project.
• What is the need/purpose of replacing the section of the concrete boat ramp with concrete
that is not used for unloading/loading vessels? I've highlighted this section pink on both
plans.
• Is a coffer dam proposed for the proposed concrete boat ramp replacement below or
waterward of the proposed bulkheads? If a sheet pile coffer dam is proposed to replace the
boat ramp below MHW and waterward of the ends of the proposed bulkheads, then we will
need to see that on the plans too. A description of this construction should be included in
the narrative and MP -1, as well as the dimensions included on the MP -2.
M.
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

ADDITIONAL ITEMS
• Where will spoil material and old concrete boat ramp be located during and after removal? Is there
a temporary spoil disposal area? What is the final destination of this excavated fill?
• Is actual clean dirt/fill proposed for these bulkhead replacements? I'm a little confused with the
backfill notes on the plans and the backfill listed on the MP -2. Are you referring to the concrete
boat ramp as backfill?
• "Concrete Poured in Place" should be labeled as Proposed and concrete cannot be poured below
MHW unless a coffer dam is proposed. Is a coffer dam out of temporary sheet pile proposed below
the waterward ends of the proposed bulkheads for this method of replacing the boat ramp? If a
coffer dam is needed for this method, please include the structure on the plans and on the MP -2.
• What is the need/purpose of replacing the section of the concrete boat ramp with concrete
that is not used for unloading/loading vessels? I've highlighted this section pink on both
plans. This section does not function as a boat ramp and could be replaced with wood.
• Have the adjacent riparian property owners (ARPOs) been notified of the proposed
development? I didn't receive any notifications or certified letters to the ARPOs with your
application. I would recommend notifying the ARPOs with the new plans once these
deficiencies have been corrected.
• 1 highly recommend a preliminary meeting on site to discuss these deficiencies of your application.
maan�a��
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

RIGHT ANGLE.
u ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
July 26, 2019
To: Tyler McGuire, Environmental Specialist
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: CAMA Major Permit Application
Tanglewood POA Ramp Replacement
Shallotte, NC
Dear Mr. McGuire,
We received your comments and are providing revised plans and application sheet changes to
address them.
We are still on to begin work after Labor Day if possible.
Enclosed are two sets of 11"x17' construction plans, MP -1, and MP -2.
Please let me know if you have further questions or comments.
Thank you,
d.
Shane Lippard, P.E.
Vice President
Right Angle Engineering, PC
RECEIVED
JUL. 3 0 20"!
DC�,4 WILMINGTON, Nc

TANGLEWOOD P.O.A.
_ DEED BOOK 646, PAGE 378
--R/W— — PARKING AREA 7 us \
— — — — — 3185_ GLENN & CAMILLA WOODCOCK
1144 DEED BOOK 4029, PAGE 787
WATERVIEW DRIVE SW _ LOT 2
3D' R/yy I"1 3783
T — — — R/W — — — 4sl NN
------
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RECEfVED
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AUG 5 2019
SCALE I' -40'
I. W 20 40 60
DCM WILMINGTON, NC FOR REGULATORY REVIEW
NOT FOR CONSTRUCTION
�I TANGLEWOOD BOAT RAID
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WORK _NOTES .fOR T1EYLNTRACE1 1
1. PERKSHALL INCLUDE RLL. OWING V. WATER OEYCE5. 1
DDHIR M, EMSYM CONTROL MD SEIICT SOD ,REAS. \
2, OWO. BIRK ME NNIS. ELIYATION$ OF SURFµES. SUN. SPNL \
TN{E WTD ILCMIM STONE AND ASP.^LT M DET1CCRRECT ELEVATOR. 1
3. VINR SHEET NIL ERJ OM SIWI BE DRIVEN 5'\µ0 EXNSED 5. \
WCOD UP AND WHALERS SHAL BE PRESSURE TROTTED. 1
4, EACH OUCH BACN S.W. BE SEEMED 5' ON MR! SIDE. ENTIRE 1
INFILTRATION BASIN PWS Y SHALL BE SODDED. \
1
l
LEGEND
(ABEL S11A. DESCRIPTION 1
B • RB ME D.ND
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VERTICAL DATUM DIAGRAM
TIDAL DATUM NA.V.D.NDATUM
PROJECT
W.96'OgFJvR ______
_____-♦201'
♦2.95--_____
_____- OW
BOO (MLVH------
_______2.95'
47' 14' 7.5'
47
PROPOSED TEWOfWiY SFEEIPIE
COFFER ON. SFRl1CIURAL Ex. 8 PROPOSED ELEVATION = 5A
LL
TAY CONTRACTOR
°OESM
_Ex_CMVFL
l
4 YMM == 2.
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PROPOSED coNcrsElE
Y MON = - .285•
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ll
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_____-♦201'
♦2.95--_____
_____- OW
BOO (MLVH------
_______2.95'
—13'A'AVG.
P P.T. DECK BOARD BULWOSED PLL
1/7-TOP
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CKING RUNS PERPENDICUUIR TO WALL)
W CONE. RAMP
WITH AS EPDXY COATED ftEBAR MP.T.CONE.
12'D.C. EACH WAY _.. OF WAIL ELEV.=8.O FEET
SECTION A
SMEYi'•1'8
BXS SPW2 COM. WHALER CONNECTEO
TO NEW ANCHOR RODS AT 54' O.C.
SHEET PILE CONNECTED TO WHALER
PERDETNL#1
SMI SG -550 SHEET PILE WALL (14'
LENGTHS) DRIVEN TO SPECIFIED DEPTH
'
PROPOSED
! VIM SFEETPILE WALL PLACED
PRIOR M CONCRETE
47' 14' 7.5'
47
PROPOSED TEWOfWiY SFEEIPIE
COFFER ON. SFRl1CIURAL Ex. 8 PROPOSED ELEVATION = 5A
LL
TAY CONTRACTOR
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l
4 YMM == 2.
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Y MON = - .285•
POURED N PLACE i
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11 ONCI
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AVT OMR ¢Iti19X:I04 /DTII!.
FOR REGULATORY REVIEW
NOT FOR CONSTRUCTION
/ SCALE: 1'=20'
0 5 10 20 40
I/2/lI
TANGL"OOD BOAT RAMP 9aY
I.00ICW WS IDLY !•MS•O( CQNTY EgE1N CMAIU
NINE
SITE PLAN IQ
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•I•aax EY MEra IYEaa

NORTH CAROLINA
Environmental Quality
August 19, 2019
MEMORANDUM:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
FROM: Courtney Spears, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Fax: [phone] (Courier 04-16-33)
courtneV.spears(cDncdenr.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: Tanglewood Property Owners Association
Project Location: 3185 Waterview Drive SW, adjacent to AIWW, in Supply, Brunswick County
Proposed Project: replace existing boat ramp and associated structures
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by September 12, 2019. If you
have any questions regarding the proposed project, contact Tyler McGuire at [phone] when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

BOOP _ TI.GE
-0646 0378
STATE OF NORTH CAROINA
COUNTY OF BRUNSWICH
THIS DEED, Made and entered into this 31s" day of
March, 1986, by and between DENNIS b THOMPSON, INC., a North
iCarolina Corporation, party of the first part; and TANGLEWOOD
PROPERTY OWNERS ASSOCIATION, INC., a North Carolina
Corporation, P, 0, Box 324, Shallotte, North Carolina 28459,
party of the second part;
W I T 11 E S S E T H:
THAT the said party of the first part, for and in
consideration of the sum of TEN DOLLARS (10.00) AND OTH3R
VALUABLE CONSIDERATIONS to it in hand paid, the receipt of
which is hereby acknowledged has remised and released and by
these presents does remise, release and forever quitclaim unto
the party of the second part, its successors and assigns, all
right, title and interest of the said party of the first part
in and to those certain tracts or parcels of land lying and
being in the County of Brunswick and State of North Carolina,
in Lockwood Folly Township, and more particularly described as
follows:
TRACT 1:
All streets lying Within the subdivision (Tanglewood,
Tanglewood, Section 1, and North Tanglewood), all as shown
on the various maps of subdivision, to wit: Map Book 10,
Page 115; Map Book 11, Page 29t Map Cabinet I, Page 131;
and Map Cabinet O, Page 210 of the Brunswick Registry,
TRACT 2•
All lakes within the subdivision and shown on the maps of
the subdivision, to wit: Map Book 10, Page 115; Map Book
11, Page 29; Map cabinet I. Page 131; and Map Cabinet O,
Page 210 of the Brunswick Registry.
TRACT 3:
All drainage ditches constituting a portion of the property
as shown on the maps of the subdivision, to wit: Map Book
10, Page 115; Map Book 11, Page 29; Map Cabinet I, Page
131; and Map Cabinet O, Page 210 of the Brunswick Registry.
TRACT 4:
All that certain area designated as 'Public Area", lying
west of Lot 158 as shown on the map recorded in Map Book
11, Page 115 of the Brunswick Registry.
TRACT 5: !RECEIVED
All that certain parcel lying between Lots 34 and 35, which
serves as an accessway to the U.S. Intracoastal Waterway as
shown on the map recorded in Map Cabinet I. Page 131, ;JUN 10 019
Brunswick Registry.
^'Q PREPARED BY DWIWILMINGTON, NC
MASON H. ANDERSON
ATTORNEY AT LAW i

BOOK, P6GE _
0646 0379
TRACT 6-
All-that
:A 1that parcel designated as 'Parking' on the map recorded
in Map Cabinet I, Page 131, Brunswick Registry.
TRACT 7: i
All that area designated as 'Boat Ramp` and surrounding
area on the plat recorded in Map Cabinet I, Page 131,
Brunswick Registry.
With regard to Tracts 6 and 7, this conveyance is j
specifically made subject to the right to use these
facilities which has been heretofore granted to property i
owners of Windy Point Park Subdivision, a plat of which
duly appears in Map 11 , Page , under agreement duly i
recorded in Book 437, Page 676, Brunswick Registry.
With regard to Tract 1 (Streets), Tract 5 (Accessway),
Tract 6 (Parking), Tract 7 (Boat Ramp), the Grantor does
specifically hereby reserve for itself, its successors and
assigns, the right at its discretion, without obligation,
to develop future phases of adjoining property and to
constitute such future phases as a part of the subdivision
and thereby grant to the property owners in such future
phases the right of access over and along the streets
herein conveyed and the right of use of the accessway to
the Intracoastal Waterway and the right of use of the boat
ramp and attendant parking areas to the same extent as the
property owners in the presently existing sections of the
subdivision as described in this deed of conveyance. The
Grantor further reserves the right of ingress and egress
over and along all these parcels as it deems expedient to
carry out any future construction in any future phase or
phases.
The Grantor specifically reserves the right to maintain the
subdivision identification signs at the entrance of the
street from the State Highway, said right to include the
right of maintenance and repair and the access necessary to
do such maintenance and repair.
By acceptance of this deed of conveyance Grantee hereby
acknowledges that Grantor as Developer of the Subdivision
at this time retains ownership of approximately 200
separately numbered and identified lots within the
subdivision and therefore does hereby covenant that it will
enact no rule or regulation which will allow obstruction or
impairment of the use of the streets or any of the other
areas described in this deed and further that if any
individual property owner places or attempts to place any
such obstruction or impairment, to cause such obstruction
or impairment to be removed. In the event Grantee fails to
enforce this provision, Grantor reserves the right to
remove such obstruction or impairment and to charge the
cost thereof to Grantee.
TO HAVE AND TO HOLD the aforesaid tracts or parcels of I
land all privileges thereunto belonging to it the said party of
the second part and its successors and assigns free and j
I
discharged from all right, title, claim or interest of the said
party of the first part or ar;yone claiming by, through or under I
it. RECEIVED
!UN 7 0 2019
DCM WILMINGTON, NC

BOOT PACE
0646 03150
IN TESTIMONY WHEREOF, the said party of the first part i
I
has caused this deed to be signed in its corporate name by its �
President and attested by its Secretary -Treasurer and sealed .
with its corporate seal on the day and year first above written.
( DENNIS 6 THOMPSON, INC.
jf jLf3APORATE
r,. all �sCresident
CAROLINA
BRUNSWICK
11 FRAw5 TVJ))(-IAt,% , a Notary Public of the
County and State aforesaid, certify that HARRIET 1. TH014PSON
personally came before me this day and acknowledged that she is
Secretary/Treasurer of DENNIS 6 THOMPSON, INC., a North
Carolina corporation, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed
in its name by its President, sealed with its corporate seal
and attested by her as its Secretary/Treasurer.
witness my hand and official stamp or seal,
I day of March, 1986.
ion Expires:
i
i(/
`tare Public
STATE OF NORTH CAROLINA, 8vn.iek Csunty
Frances T. Williams, Notary P1h1,
The Foregoing Csnifinls(s) of ��--
(by.,$) ttnifi d Io be mrted.
Reco,ded this 14th day of 11ay 19 86 afgn23 &clock A_M.
R.m,, J. Robinson, Reid¢, of Deeda
/abhRECEIVED
I -
JIIN 10 2019
DCM WILMINGTON, NC

p,1
WWJKWARUM MOMMIPMWV Ware UW below
4F a3 -tire Upow the faaawhis MW we Matow.
AQrpptotiQrainsssrtus 0t.ih a Futetns< att iraot, m c . s
<o£Tiraorporafia�,� �}"t d►¢A£'�a parg5 ami to rotha Hect�at[tiix�l�esirYeftee t
ICdllas l��iq, 9ttd ! gaa�arntng dowmot� Qitlu+=awuera',
fha snitdltrisloas.fi£appiis�le:
4,1KAst TUAWM Th O 1bftW ng itema, lfany. arts ineltn[ed It puce of E%na€ a ayr bo.Urritr.nppiiamms,
1%hT &MM, fftg. OOWr eAverkW6la&! sltadesx.dtapeay reds a®d outtalu rods, bruWr* e� ell
rdatad h ware, wladoxsr da n s, s r whtt�ewss com6ruatirnr 400" azvnhrgs, ank=w. Ofellifia dishas
and radvazs:.6urglass9rarl�atska alatmg, gaol arc& roa cftk $04r e4Fr'8'sy*ms, xt acitod trreplsc a scrows,
sulpth # aasr kWr%r3lectrro ~,doer operans. enr�misx atsr raplaAtS.aa chs�ee�Otl�tbuiiir
amttohaeahterd oeroanrW9sad to Saalt ib i( l sttsrage shadsxomranUgir_atatee walland/or doarrnincoad arty otkw ito
ftoftyby check
to be
earn[estmaniegstiaJAWll Oft
ib C 6raa a rCrla 00r&act 6 Sa eXa npmHa }ragei�st ail
earnest monies shall boirtutued b Buyer, but such return shall next g%pt.sAy other rcsaedses available to B for
trell isxh, Io.the oveattMs ofkbs accepted aatlBa cs breaches Utia contract, thetr e11 eeCttest.rttarlfhs eitaj
forles$isittpptb seilerY#M1, hot receipt of such for&W eamest.raonttm sha'a not afaetany other retnedies
avaMbleto Seller for such_breach,
MOM In the' evont-of adispute between Sellar and 9uyer0veL*04O€ M' of Srrfeiture oif oatttoat money held in
escrvwlilt a broiler, the broker is repired hystate law to retain said earnest money in th# bMkorr`s ftgstAr cxow
acewneuotil a wt<ittetytrdaassd 6MO tLo parries consenting to its disposition has beenine
obtad or umUtie6utsamat
is ordered by &,court ofeampmanthRisdictivo
(e) s ADDT'Pff?NAL EAR"WT MONEY DITPO Y to be pa:ldtO Escrow Agent no, iaterthen
_. TD4EBEINCt OF M ESSENCE WITH REGARD TQ SAID DAT,Ls.
(160 OPT1010EE in accordance with paragraph 13, Altemative 2, to be paid to Seller on the
E£feotive Data as set lath in paragraph 23. (Nt lfaltemattve 2 applies; then not: -insert $0, NIA, or leave
Manic:)
_ BY ASSLWTIQN of the unpaid principal balance and all obligatigns ofSeile r 4o the
euiaringl0*0urtdbyadeettz£f4stoo9reproperty inaccordancewith dwattaehedLoanAssumpClon RECEIVEDAddendum.
N 4e1 BY SELLER FINANCING in accordance with the attached SdOurFinaacingAdd endup�..''
MA MofthePurchasepriceincashatUasing. AU6 1 9 2019
Page 1 of S
$uyet initials Seller Initiate
STFNDAR13> OJ 1WILMINGTON, NC

aatt a "Raton to tias-eonmiat.l
rz�loaaats� �" t' � f �e..em� vawc
is Ata prinalpai amountaE
fjthroanX` irA� P4QiPlP}ratatmot
�_� a��tnitlai ra�>roibu excemt � 'lam - vee �, atoll; _ . ill
�la�na�oftlria t
_ -. - Intlte«xr.Kreaoeo
theloan -Wit' by(
walvervfthis from uonditloa vim
"W10 10 *" a my time
fWThereas
x0gorakfilk vm ofthwFmoottv for
raastsnabla a� tam
r�tlaeion arab tseuld prevent the
Purposes.
AILtY {a af'trusix,lians aa�othet eltalpa6 i;d oPrdparty, Mot assymedbyffwer, must bepeid and sadofiad
SlArpi"oratClosiagsualrthatmaneeItateanmaYbo db inedfalYaaringt;tosiag.Sauershan
rom*. _ to e4tdhx day vvQt ,otmoajbtw *lhivrirrg rreing
(a) TBta be alio t Gl rg 6y t G B'AMWITY »mom a im statCti li t.10atailst
be feels Iwk markm'able and insuraltlo ok jkv OW ainbranees a pi ad valorem -tribe curreat year.
diadata of Goshr uE9aYa n attd o tta lit res ti ewcovemanf$ that matedau
tTat ypllt� �tYtBpxApt�y; saoh other enmimbrances as t ba gsgupaZd�r s»ecelly apBtrtved;Feyliuyar,
no p y -est (tai 4i tl'Bt'a PilhlFo r1� oa�ay:
tt. St'F1QA1G BetteerWtlYtasi�"utat flib� a>ilapsedtng or eoafkrmedgovarnmantal spaci-ai
aaraenb t6r sldevvalte,paving, trader, server, or=athee imprtyvetlte%nts 4u oa` ad�otrtagtbu ptttpettjr�aaA mr peariittg
otbd00*04 tavtterat asad6iraiotrspeeia@aasessmant's. except as folbans
ajterad}usYetl laetkveut ate
�'"��t4�tigFt
ire pard �atFdp Fit�tkar; i
taxes shall bei protated nn s
bop�Fsilalller (�t�R:ea1s
aistlaiatLf#rt d andut�e 1
revAN oraners' assdciatlod
g.1 61VSM Buyer dial
tot wCardlawthe doodand:
Ptl AAW untie unpaid 41 01
n6rrnad t6rougR tlta tl tf#i 1pslltgf fa and_73uyer sl alYtake drib sui>feata
a o*nvdw agreed aakfil wm
�[tt1 tiled, #� 1 , _ iteral sh Lepraraiad fid,.
paid atC7osirtgs 4rttl WOO QAIW prvporty-shatl be prorated on a
afCinshrg;%Ad valorom. taxes err personal pro k-fho-aa44 year A4
ural p�opkw is soaveyed to, *0 Buyer, is w6leh max dtopersons! pvopetty
year baW tltr ugh tint data ofClosivr, (0)AJI Into UstlWpenatties, ffany, shall
sr the Riupertlr shall boft ted thrtrttj#ll tb deka efdoshm lel Qseners'
as shall hctprarat through the date qf€ Iow4 Utal+repMe� that for
aryl, A o �_ — pare
iest'bYe for $11 wo tiaith wopoottoauy loarrobtained by Buyer: Buyer shall pay
atforr and.reaMag<dfail lrtstt't w%-TW*6d to secure the bahmoo oftho
tier shall pay for prepatationafa dead and agtthot dowAcr is aecesstuy to
IN a>trsmost, and Por excise tax fraysuue atamaai racuhed by law Bellerstrall
lender:
Kavittod taper: but excluding way
Sk MU Buyer Sauer the fuel, if any, situated in: any wilron, the property at theprevailing
rate with the cost of measurement thereof; if arty, tieing paid by Seller.
14. EVIDENCE OF TITLE- Seller agrees to use his bastoft Xts to cletivertooBhyet as soon as raw tabiy posaitiie
e+l' 01e9ctVa Oak oftltis comract, copies of all bltlw;information its possestrotr of or availalila to $artily,
including but not limited to title insurance policies, attorney's opinions on title, surveys, covenants, deeds; notes
and deeds: of'trustand easements relating to tho,Prapoayk $alley autharim (l) any attomey presently or previously
TOX094nOng Sallerto reteawand disol'oseany title insnranea potter is stieh atforneyts File#o Buyer and bothBuyces
and $oiler's agent, and attorneys; and (2.) the Property's title insurer or its agent to release and disclose all materials
page 2,of 5
Btwor itritials Seiler Initials
STANDARD FORM 2-T

A0
fa:tha>fropeMytatitte r r^skopCif ittsurot'9 Wat'a)MCIO W and betthIlMlyf a l Woetageamand
aaya
MU .00R410 MATERLAI. Stiller ahetl fhMkfi at GlOsiltjl 4*aMdavi _Wd ladenamfloatmttagYetnaegt � &rrnt
ttsrstuiVring that alglaE+erc and tnaterfafs it auY� fidni to the Pwilhth 1201days prrbr m
thodate o£t ing hemboon Pod fur and agtreing,tttiadr mnii)r agaittsi all (00 bor any to orcida
moot*" ttnmb
Ptr.�TY 13>Dfs[Ti�t
kast4ttrJi. a�ig d copy oPthe N.G ResideMiel �t)?`l tosrua Sddement prittr the aigti�goP
Bit
RreOT rred
I
t oew of 13144
or(3) nosing or
&ritttl�U.Itesi�ds
a`ieiesident€s
Aizidendum.)
Aram unless otlzErwtsa 3WOUftek Buyer shall have
peettntm. to deterndrre3lietcauditionite)i��, t
."A tend: CO tine+.lt Ivin apglhances,etecttdo�i $wed,
w ls_u31 Fit a alt VAte4 doars:and v6dom
irrgfaundadartaf rrlua, cli#tfflfoy3r k�4aor®ivralla, aetlx
crawl spooe ami afttsa ventilation systergs OVA tie
the 114400" &srwhklxhriended and shall not'bt in no
conditiom or eAdeme-oie2tcwive moiftmadvemb
ilttBtOa'9AY alti 6'(al Ctidfariairtatton. Ariria
expense
t~b 1#roo l estrayingftuacfs Ualeaa otherwisastated haroht; I)tgrer"
esrptn^ 4,MOlt%AIWat At ffoo and pc000ntral operator on a.siandard. rom , h
t' rints
North dStmoturaimgt trorAol:Gomtuittori, statfagthat aatoattSim
fiero-www viable evidence of wood-ddWO*,9,'W6M artd containing no
TWO repatfimual be olttaiuetlin saffieisnttiIIte sa as ttf petntli Yiouttdo lth a
prior to dosing, All t MImeutrequirecishafl he paid for by Sellar and cornp
agreed rgsou in wrmng;bytho parties: The Buyer is advised that the inspecit
to
the,QQWrasa
ONE oftfie tollgv ug
oPinspeothrg, or tlbtaimtig tie
visa stated haerla, iris. a
PM healing and coating
andprlvate);.
a rtotft Buyer isadv'rsed to
ttni6 to permit=Any mi uirwd
option ofnbfah&& at BuyteA
WA, with theregulatiim orthe
to be completed
unless otherwise
(e) %watrsr ,Putsrrant to au}t loop et ous in (a) audfor (b) above, if any ropajfs are necosaar_V, Senor shall have the
Option Ofeornpioting them or refiling to cotnpletathem. Moller elects not to eomptete lite ropaiea, then Buyet shall
ltayo the option of accepting thelsroperty to its present condition orterminatingthis contract; lrr which ease AD
asmast Mpalas shaft be refunded. Unless, otherwise stated herein, any Items not covered by (a)& Wii), (aXui) and
(b) above arc eRelud'ed from repair negotiations under this contract.
(d) Radon -Inspection: Buyershall have, the option, at Buyer's exirense, to havathe Property testarl Farr adon on or
before the date for eompletlon of inspections as set forth in, paragraph 13 (a) above. The test result shall be deemed
satisfaetory to Buyer if it indicates a radon level of less than A4 0 plea ottries per liter of air (as of Jawtary I, 197,
EPA geldelioes Yyetlect sit aggeeptable" levet as,anything less than 41Orpica cartes per liter of air)t I thetest
result exceeds the above-mentioned level, Seller shaft have the option of: a)remediating to bring radon level within
the. satisfactory range; or h) refining to remediate, Upon the completion of remediation; Buyer may have a redop test
perfornrod at SQliers expense, and if thetest result indicates a Won levef less than 4.01 poo curies per liter of air. it
shall be deemed satisfactory to the Buyer. If Soller elects not -to remediate, or if remediation is attempted but fail-$ to
Page -3 of S
Buyer lnttials:K S'ellerInitials
STANDARD FORM 2-T

bring ftaft hstbe satlsiaatnry range,Bu shalt hava the Woonot ap saeptiug Iho pro y wish its
tim I or
b#t=*"CaWtlt® annawat;..im 4 0000 m s," be rebaded.
09"otT pair{aaetMekaft- tt" 0W.60VAand as as additional =19dy of 1311yor, its 944WAto
adow by
a 94wh thon,Bulror shad,iUM thkto l 4t W400ateethis aWbUt:
pursuaatmt4oC�ofkepsir . �m>lytlorthansev�nda�sfoltovo3ngtheitispe�ortd,�tiendailettt
tlshali rPfuudad to Bilges
MAP ii&I C edgy %he.Pmpc�tl mase appraassat wvs ,egl,�k ttr e p �o�fing purefiasa :or at
the aflaYm, teftk malr'tsr aRitiamd sled all esrae� monta9 b�reift
'tRmyor: i£1fiR
cott§natisaatsohfamtuoa"IR V*lt3ogan Ocais Bet till taagetoiret9e'du! t
dre arbeKace '�erc�e�thaz+pl a6afi lie boemr.tryH�yer:
S cR ?.PrtINMT> bI9me tT
awarm-H MASS vemov
to QTEIRKWISM NAM IN WATRW,
IAl�7 IAarly> 2: (nkA'titrzaWP& 4WOOPat(f4aftaft2lxchaked.ANDlla ffk paid ft
fakl+mparty Iaeasngailanwltlr 0pi�a taTacesln aaasideration offhpsltrg o�S (des
rrettusat$0, NFA, or Fes€ve btardr) paldC by Ite}rer'to r t lbsoroW Agc4ard othW;W4 e- ssider et, the
l0eei > otl�stt aeaox ofwbl&is hereby adnartiledger[ (*a *0004 Fwlgar shall have the fwah terminate
havealt :: Od 6MAJOa1s OfthaRtopa4, > _ `. 'lt*tFidttanrnafisxs & htA1t »atfrce
W ZxerolW*fOptlaw1f 1byer doUft Ptho TertttinatlonNotioa prior to the Optioa Termingtioa lam, turd lce q
u� t et tliiscantraet�hau becoc ttnll and vt+id mall edektsst tuosieareeelveatineormeetioa befewah shall
be re8uided to Bu�tet;.irotti rt ate tion Fee will iusthereti�tided ard' gJlall In ristainxd,bg Ssttlaz ifBtr sr fwkto
dellver tti� 1 rxmittettat I tieeta f�prlo� Se tkm Opfitnti Taratiaation.l7bde, tlreh Bit Yinil lrltct to have
ac�epfed thalroparty in ns php oad e4ttdrtwtt a® o$the OpElon ltmninsti�rI7igieerteitu g rtiatleds of
4W f dot�p�%1 l is eat refimdahte, is trot a:parto£arly andwill bacaedihed to the purehose
price itt
CC�('D09INtf M GL CO 1 F A PTAI CI£ OE T PRtY>P t3 iiT tN 1IS T1 1!€ tG 17At�x
f Q NDifION 1iNI,>r�S PROM
OI I t?FZB 14IAIfI£ INRITIS G�
rrlszugi. existing
for the purposes
>E prior to
11 CLO5t M Cioaittgsheil be defiared sot o date amttimo of recording afthe deed -,ill poeties apes w axeouta
and all documents and papers nr�y S4 coltltectioa witir:t losing andtranafer oftitle an or befere
t Iota ata place tact hl€ flu or. The clod' to be made to
�f��t
16,POSSUMN: Unless otherwise provided hetain, possessionshall be delivered atClosin& In the event
session is NOT to be delivered at Closing: ®a Buyer Posse-asioq Before Closing Agreement is attached: Olt,
a Saber Possession After Closing Agreements atleehed.
17.OTHPsR.PROVISIONS AND CONDITION$r 4iTE IIM ALL ADDENDA TO THIS COXMACT: AND
At"fACK-:T
It RISK OF LOSS-. The risk of tosser dazMo-by fire or other Casualty prior to Closing shall be upon Seller. If the
improvements: on the Property are destroyed of Wdrially damaged prior to Closing, Buyer may terminate this
e000t by written oodca delivered to Seller or Seller's agent and all deposits shall be returned to Buyer.In the
Page 4 of S
STANDARD FORM 2-T
Hoyer lnitiaisaLSeller Initials!

event dont IQi eleetaa terminals 9tia oonttart, IIuyerslesii G a ahtiflod tis -tact tva; iti aaiditioa ttrthmPiopertyk
O � x =pr Payable on nt or f s:sppltsehie to the Psrpetiy
T'►, AMMMUMM This aonftaokmW Wt lie assigned wilhourtharwftten at�tetet slC�rtire, bat Er'assigned
bT than ft contract shall be bmdtngM*4 Migatea and his hairs amdmoetewm..
X ftaTIMThiaraenttaefa. - bww* *w= dtFbebDiil« i,QyBt> ef8std$elit�S
401 tbetrheita„aucae3drs and assigns. As used vwrds in the singular is d&tite pruralMd the mascahe,
wAidks dto Aminhntand neuter geaderakas wvwdfu
21. $Ti1E A& If anya ptttvOWO herohioott4 t*pkl* its nAto W4 etiaac is tatlniW to be obtftrved, Wor
palbow ,atter the Ctoah% k shall sumiva dm Cbslfi gand: remain ldiuAftg 4 afuf f6the bwef t of thegandfes
h"OVAMIR Ruby owor"E 1costor tench.
22. W41MA Itil$tG�x i3 S»nt tcp ty gee Att+2 too pertW4ndtbera tra Leo
hldn"meufsor otherptavisions'othartksn.those expressed herein. All changeksddiffiomor
deletions hot00t oo Ere gu VEWDS and siiwtcd all pardon: Noting onntabxd hetefn shalWer any agreement:
betw>r* a &MTOft or ittoka-W *Ikrgr. ik} #4ft isied ut any fisting sgtementr buyer agohey
agrttm % orany otlrfx agettoy agreemoatf behxa+en testa,
2.?.xNtYl ION APM VMCVrMM Any twtka orcommwaicatioa.hr begivento aparty betaia may ba givrat Mite_
antro d suait'sf& TW$ d row, "-0*a Withth3iltt lho aB�tvsj what dpnoa_ yl bode
BUM Selferand gffingim�nrcti ow
`sam to the of& -'ft- . 0 99 Us aWwLk 4
signed tftuttlpks mtgils,, all ofwhioirtag�ter cortstiutfe.t�ns arnlsame ittsttamehtrvvl8tn signed ortghfaling
retained by eachpatty and each REALTOROor broker heret% and the parties adopt.tbo vrord "SEAL" besidathejr
t 4sbeio_%
Bny�acknowledgeshaving made seen cite prasonal elamihatton of the Property prior to tho mafdngafthis
a£Pe
TTM MRTH CAROLINA ASSOMMMOVARAL-Mgft, INC .-AND FHB, 'C.AR LINA gAE
AMCTATMhdAU NOREpRESMMT'1OR A45 TO TEiB LpOAL VA W :Y'' op
'ADEQUA4CYOIt ANY
I�'ti� ROMOk''ii'II"ORMKt'WM7l+OTRA 5r{. iQ9IFS,'OiliSfiWri1 MnsTA=UUS
PO 09 T `C I'i' D5l`lf�`
O OSOV R POS M k REAL# s.'�OU ,%Ot LD CONSMT T A
NORM OLIMA REAL SAT
ATS TO1LTIM Alwo E'E+'t'Sii Siax tr
E?aie
Buyrr Cep (SUALellt~r�-��
Datec t ( Date.
t (S al.) Seiler (SEAL)
Nd ACAAWW goat acknowiedges receipt of the earnest money and agrees to hold and disburse the same in
= Actordanco tb theterms horeof
iv»m�S4t..� Data: Ot
(t5 R ! E
Selling Agem1F'irm/Phone.
Listing Agenttmll'hone Acting as ElBuyees Agent usetiets (suh)Agent UDual Agent
Acting as Seller's (sub)Agent Dual Agent
Page 5 of5
E.0 rinitials $TANDARD FOAM 2-T
3x tioilex Itttfats lei �,�"^

Major Permit Fee Schedule
Project Name: 7/UJGL.r_W ovp �c— County: fc-K
L;oh—r F�As,",P
Check No & Amount: W_346 0
A 4c�. o1J
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
excavation of any wetlands or
$250
100% ($250)
0% $0
( )
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400
100%($400)
0%($0)
of any wetlands or open water areas:
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 General Water Quality
$250
100%($250)
0%($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100%($400)
0% ($0).
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
review and written DWQ concurrence is
$400
60%($240)
40%($160)
needed because of concerns related to
water quality or aquatic life:
III(D),I General Water Quality
ertif I ti No. 4175 cannot be applied
$400
60%($240)
40%($160)
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60%($285)
40%($190)
of wetlands and/or open water areas: