15-18 Rizzo, Dave

Permit Class
NEW
Permit Number
15-18
lid
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Dermit
RECEIVED
FEB 19 2018
for DCM- MHD CITY
X Major Development in an Area of Environmental Con
pursuant to NCGS I I3A-118 ��/Vcc
Excavation and/or filling pursuant to NCGS 1 lbe,9 FEB Excavation 24,
Issued to Dave Rizzo,1013 Shagbark Ct., Chapel Hill, NC 28517 4. MNn ^
Authorizing development in New Hanover County adl. to the AIW W, at 8516 Bald hagle'16ne,
Wilmington as requested in the permittee's application dated 11/17/17 MR-1). and
11/16/17 (MP-2 MP-3 & MP4) incl. attached workplan drawings (4) 2-5 of 5 all dated 12/4/17.
This permit, issued on February 12, 2018 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
to noes, imprisonment or crvu action; or may cause me permit w w uw, auu vv.u.
Docking Facility
1) This permit authorizes only the expanded docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No other
structure, whether floating or stationary, shall become a permanent part of this expanded docking
facility without permit modification. No non -water dependent uses of structures shall be conducted
on, in or over Public Trust waters without permit modification.
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
expanded docking facility. Any sewage discharge at the expanded docking facility shall be
considered a violation of this permit for which the permittee is responsible. This prohibition shall be
applied and enforced throughout the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2021
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
tGe Braxton . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Dave Rizzo
Permit No.15-IS
Page 2 of 5
ADDITIONAL CONDITIONS
3) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this -requirement if he abandons the
permitted activity without having it transferred to a third party.
4) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
5) This permit authorizes a maximum of 4 formalized boat slips.
6) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owners' riparian access corridors.
7) Any portion of the permitted access pier and docking facilities built over Coastal Wetlands shall not
exceed six feet in width and shall be elevated a minimum of three feet over the wetland substrate as
measured from the bottom of the decking.
8) The authorized covered platform shall not be enclosed. Any material used on the sides shall not obstruct
view and shall be permeable to air and water. Screen or wire on the sides along with benches and knee
walls are permitted. Lattice is specifically excluded from being used under this authorization.
9) The authorized covered platform shall be single story, and shall not be designed to allow for second story
use.
10) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
NOTE: The permittee is advised that submerged aquatic vegetation (SAV) habitat exists in close
proximity to the authorized project. All available precautions should be utilized to ensure that
damage to SAV habitat does not result from the construction and/or operation of the authorized
facilities. Should dredging of these areas be proposed in the future, the permittee is further
advised that the Rules of the Coastal Resources Commission prohibit new dredging within SAV
'beds.
U.S. Army Corps of Engineers Conditions
11) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant shall
implement the U.S. Fish & Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements within. The guidelines can be found at:
http://www.fws.gov/nc-es/manunal/manatee guidelines.pdf

i , I Dave Rizzo
Permit No. 15-18
RECEIVEaEg3 ors
ADDITIONAL CONDITIONS FEB 19 2018
12) The permittee understands and agrees that, if future operations t®tgiiWi$t�e�-zygs the removal,
relocation, or other alteration of the structure or work authorized by this pem1 or if fn'tlle opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee shall be d, upon due notice
from the Corps of Engineers, to remove relocate or alter the structural work or o1 . I�e9�y e&reby,
without expense to the United States or the state of North Carolina. FEB 2 pp� C
13) Approval of the structure was based on a determination that there would no obstruction
E�Bnavigation.
The structure may be damaged by wave wash from passing vessels. IssuaMQW' should not be
construed as relieving the permittee of taking proper steps to ensure the structure and m]Ks will
not be damaged by wave wash.
14) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -
project condition.
15) Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing
activities shall take place at any time in the construction or maintenance of this project, in such a manner
as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of
waters or wetlands.
Bulkhead
16) The alignment of the authorized bulkhead/riprap shall be staked by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
17) The bulkhead shall be constructed prior to any backfrlling activities.
18) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure.
19) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit does
not authorize any excavation waterward of the approved alignment.
20) The fill material shall be clean and free of any pollutants except in trace quantities.
21) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.

Dave Rizzo Permit No.15-18 y i
Page 4 of 5 r
ADDITIONAL CONDITIONS
Upland Development
22) Unless specifically altered herein, this permit authorizes the land disturbing activities associated with the
development of the above referenced property, including the single-family residence and associated
development, all as expressly and specifically set forth in the attached permit application and workplan
drawings. Any additional land disturbing activities and/or construction may require a modification of this
permit. Contact a Division of Coastal Management representative at [phone] for this
determination.
23) Impervious surfaces on the property shall not exceed 9,745 square feet, or 24.2% of the area of the lot.
Erosion & Sedimentation Control
24) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
25) Appropriate sedimentation and erosion control devices, measures. or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
26) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
Stormwater Management
27) A stormwater management permit from the Division of Energy, Mineral and Land Resources will be
required for the authorized project. A copy of the stormwater management approval shall be obtained
and a copy provided to the Division of Coastal Management prior to the initiation of any development
activities authorized by this permit.
General
28) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
29) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
30) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
31) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.

Dave Rizzo
Permit No. 15-18
Page 5 of 5
ADDITIONAL CONDITIONS
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The pemrittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2017-
02583.
NOTE: The N.C. Division of Water Resources assigned the proposed project DWR Project No. 2017-
1580.
NOTE: An application processing fee of $250 was received by DCM for this project.
RECEIVEL
FEB 19 2018
DCM— MHD CIT'a
RECEIVED
FEB 21 2018
DCM- MHD CITY

h
Energy, Mineral&
Land Resources
ENVIRONMENTAL QUALITY
February 21, 2018
David P. Rizzo Trust
Attn: David P. Rizzo, Trustee
1013 Shagbark Ct.
Chapel Hill, NC 27517
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JP.
Interim Director
Subject: Fast Track Authorization to Construct (ATC) Permit No. SWA 000019
8516 Bald Eagle Lane
New Hanover County
Dear Mr. Rizzo:
On February 19, 2018, the Wilmington Regional Office received a complete "Authorization to Construct"
(ATC) Permit Application Form for the subject project to be permitted under the State Stormwater Fast Track
Process. Staff have reviewed the application materials and have determined that the project, as proposed,
complies with the Stormwater Regulations set forth in Rule 15A NCAC 02H.1043. We are hereby forwarding
Authorization to Construct Permit No. SWA 000019 dated February 21, 2018, for the construction of the
stormwater control measures (SCMs) and built -upon area associated with the subject project.
This Authorization to Construct Permit does not constitute an approval of the project at its completion.
Approval of this project at completion will be based on Division review and approval of the final permit
application completed by a North Carolina licensed professional. It shall be the Petmittee's and the licensed
professional's responsibility to ensure that the as -built project meets the appropriate stormwater rules. Failure
to comply may result in penalties in accordance with North Carolina General Statute § 143-215.6A through
§ 143-215.6C and/or referral of the licensed professional to the appropriate North Carolina licensing board.
This Authorization to Construct Permit shall be effective from the date of issuance until February 21, 2023,
shall be subject to the conditions and limitations as specified therein, and shall not supersede any other agency
permit that may be required.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this ATC
Permit and is herein incorporated by reference.
Please note that this Authorization to Construct Permit is not transferable except after notice to and approval
by the Division. The Division may require rescission and/or revocation and reissuance of this permit.
If you have any questions concerning this permit, please contact Christine Hall in the Wilmington Regional
Office at 910-796-7215 or [e-mail].
Sincerely,
William E. (oby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
ODS/canh: %Stormwater\Permits & Projects\SWA Fast Track ATC\000019 ATC HD\2018 02 permit 000019
Enclosure(s): Attachment A — Fast Track Construction Commencement Form
cc: Howard Resnik, PE; CSD Engineering RECEIVED
New Hanover County Building Inspections
Division of Coastal Management FEB 2 8 2018
Beth Wetherill, Erosion Control Specialist, New Hanover County Engineering
Wilmington Regional Office Stormwater File
D'w.._ MN^ CITY
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Or Extm&on I Wilmington, NC 28405
4107%7215

State Stormwater Management Systems
Permit No. SWA 000019
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY. MINERAL AND LAND RESOURCES
TATE STORMWATER FAST TRACK PROCESS:
AUTHORIZATION TO CONSTRUCT (ATC) PERMIT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission, including 15A
NCAC 02H.1000 ("stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
David P. Rizzo Trust
8516 Bald Eagle Lane
8516 Bald Eagle Lane, Wilmington, New Hanover County
FOR THE
construction of a fast track project and its associated stormwater control measures (SCMs) as
outlined in the approved Fast -Track application, site plan, and supporting documentation (the
"preliminarily approved documentation") as attached and/or on file with the Division of Energy, Mineral
and Land Resources (the "Division" or "DEMLR"). The preliminarily approved documentation is
incorporated by reference and are enforceable parts of this permit. This project is located within 575
feet of and discharging to receiving waters designated as Topsail Sound ORW, a class SA-ORW
water in the White Oak River Basin and is to be designed in compliance with the provisions of 15A
NCAC 02H.1000 and the minimum design criteria (MDC) specified therein (the "stormwater rules")
and enforced by the Division.
This permit shall be effective from the date of issuance until February 21, 2023, and shall be subject
to the following specified conditions and limitations:
COMPLIANCE WITH THE STORMWATER RULES. The project and all SCMs (including
existing SCMs associated with the project) shall meet all applicable requirements of 15A NCAC
02H .1000 through .1062, including the Minimum Design Criteria (MDC), upon project
completion. This includes the following Sections of 15A NCAC 02H .1000:
.1003 Requirements that Apply to All Projects
.1019 Coastal Counties Program
.1043 Fast Track Permitting Process: Authorization to Construct
1044 Fast Track Permitting Process: Final Permit
1045 Requirements for Permit Transfers and Permit Renewals
.1050 MDC for All Stormwater Control Measures
.1051-.1062 MDC for Specific Stormwater Control Measures, as applicable
2. HIGHLIGHT OF SPECIFIC RULE REQUIREMENTS. The project shall comply with all
applicable provisions of the stormwater rules listed above. Some specific rule requirements to
be aware of include:
a. HIGH DENSITY REQUIREMENTS. The information provided in REGEt E(Dates
that this is a high density project and, as such, shall comply with all applicable high density
requirements of the stormwater rules. FFR 2 8 2018
DC :.. Pv, _ _. :7Y
Page 1 of 3

State Stormwater Management Systems
Permit No. SWA 000019
.It
b. DENSITY LIMITS FOR SA-ORW WATERS. The overall percent of built -upon area
permitted for the portion of project within 575 feet of SA-ORW waters must not exceed
25% per the requirements of Rule 15A NCAC 021­1.1019(8).
c. PROJECT AREA. The attached site plan depicts this project as a single project with a
project area of 35,917 square feet. The locations of all SCMs, streams, wetlands and
buffers are shown on the site plan.
d. VEGETATED SETBACKS. A vegetated setback shall be provided adjacent to surface
waters per the requirements of Rule 15A NCAC 02H .1003(4) and other applicable
stormwater rules to which the project is subject.
e. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded and must be submitted to obtain the final permit as stated in
15A NCAC 02H.1044:
i. Deed restrictions and protective covenants. Please note that the final permit will be
issued a separate permit number;
ii. Access and/or easements,
iii. Operation and maintenance agreement;
iv. Final plat must include a reference to the recorded operation and maintenance
agreement;
v. Deeds for individual lots with a reference to the deed restrictions and protective
covenants.
OPERATION AND MAINTENANCE. During the term of the ATC, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the devices are
converted to SCMs, the permittee shall provide and perform the operation and
maintenance necessary, as listed in the recorded operation and maintenance agreement,
to assure that all components of the permitted on -site stormwater system function at the
intended design condition.
g. NO ALTERNATIVES TO THE MDC. The project shall not propose an alternative design,
nor shall it claim an exemption from the MDC based on vested rights, a waiver or a
Director's Certification.
3. ATC PERMIT ADMINISTRATION. In accordance with 15A NCAC 02H .1043 and .1044, the
following administrative procedures shall apply:
a. PROJECT AREA CHANGES. If the project area changes, then this ATC permit shall be
rendered null and void and the project must either apply for a new ATC or standard permit.
b. LICENSED PROFESSIONAL. A licensed professional of record must be maintained for
the duration of the project and who will prepare, certify, and submit the as -built package to
obtain the final permit. If another licensed professional is retained before the project is
complete, then an updated guaranty must be submitted. The original licensed professional
is required to inform the Division that they are no longer associated with the project.
c. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project, in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the ATC
stormwater permit. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request. To transfer this permit, either
submit a new ATC application form (with all required items) or apply for a standard
stormwater permit through the standard permitting process. Full or partial designers'
certifications must be completed and submitted with the new ATC application or the new
standard permit application for any SCMs that were already completed under the ATC. If
the project is sold without notification to DEMLR, then this ATC permit shall be rendered
null and void, the project will be out of compliance, and construction will not be allowed
until a new standard permit application is submitted and approved for the project.
Page 2 of 3

State Stormwater Management Systems
r Permit No. SWA 000019
d. RENEWAL. This ATC permit may be renewed by providing a renewal application with all
required items at least 180 days prior to the expiration date of this permit.
e. EXPIRATION. If the ATC permit expires, the project shall be considered out of
compliance, and thus shall be disqualified from renewal through the fast track permitting
process. In this case, the permittee shall obtain a permit through the standard permitting
process to complete the project. Full or partial designer certifications must be completed
and submitted with the standard permit application for any SCMs that were already
completed under the ATC.
4, DOCUMENTATION AND INSPECTION. The ATC application and required items and technical
design documents shall be available upon request by the Division throughout the life of this
permit. A copy of the ATC application and permit shall be maintained on file by the Permittee at
all times. In addition, the permittee grants Division staff permission to enter the property during
normal business hours to inspect the project and all components of the stormwater management
facility.
5. COMMENCEMENT OF CONSTRUCTION. DEMLR shall be notified at least 48 hours in
advance of constructing the approved project by submitting the completed Construction
Commencement Form found in Attachment A.
6. FINAL FAST -TRACK PERMIT APPLICATION. Within 45 days of completion of the project, a
Final Fast Track Stormwater Permit Application and all required items shall be submitted to
DEMLR in accordance with Rule 15A NCAC 02H .1044(3). Approval of the as -built stormwater
plans shall be required before the Erosion and Sedimentation Control Plan for the project may
be closed out.
7. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement action as set forth in NCGS 143, Article 21. Any of the following actions shall be
considered a violation of the stormwater rules and are grounds for enforcement action in
accordance with NCGS 143-215.6A:
a. Failure to abide by the conditions contained in this permit.
b. Knowingly making false statement, representation, or certification regarding this project.
c. Failure to maintain a licensed professional of record for the duration of the project.
8. DIRECTOR'S AUTHORITY. The Director may modify, revoke, reissue or terminate this permit
for cause as allowed by 15A NCAC 02H.1000 and NCGS 143-215.1.
9. OTHER REQUIREMENTS AND/OR PERMITS. The issuance of this permit does not preclude
the permittee from obtaining and complying with any and all other permits or approvals that are
required in order for this development to take place, as required by any statutes, rules,
regulations, or ordinances, which are imposed by any other Local, State or Federal government
agency having jurisdiction.
Permit issued this the 21st day of February 2018.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
3"Willia (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director RECEIVED
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission FcR 9 8 7018
ATC Permit Number SWA 000019 DLA'vi- ivirtU CITY
Page 3 of 3

State Stormwater Management Systems
Permit No. SWkO00019
Attachment A
Fast Track Construction Commencement Form
ATC Permit No. SWA 000019
8516 Bald Eagle Lane
New Hanover County
Complete and submit this form (NO SUBSTITUTES) to the Wilmington Regional Office
The undersigned hereby notifies the agency below that the construction of this project is expected to
commence on (mm/dd/yyyy) and is expected to be completed by
Signature of Permit Holder Title (if any) Date
Designer's Certification
I, as a duly reggi�s,tered Licensed Professional in the State of
North Carolina, having been authorized to observe (LJ periodically, ❑ weekly, ❑ full time) the
construction of the subject project on behalf of the Permittee. I hereby state that, to the best of my
abilities, due care and diligence will be used such that the project and all stormwater control measures
(SCMs) shall be constructed to meet all applicable requirements of 15A NCAC 02H Section .1000-
.1062, including the Minimum Design Criteria (MDC).
North Carolina Licensed Professional Seal, signature,
and date:
It is highly recommended that this notification be sent in a manner that provides proof of receipt by the
Division. The Division does not acknowledge receipt of Fast Track Construction Commencement Notification
Forms.
Submit this form to the following Office:
Division of Energy, Mineral and Land Resources c% Georgette Scott
State Stormwater Management Program
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Page 1 of 1

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Dave Rizzo COUNTY: New Hanover
PROJECT NAME: Dock Expansion w/SFR, pool & BH
LOCATION OF PROJECT: 8S16 Bald Eagle Ln., adjacent to Middle Sound, in Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD:11-27-17 �/
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: n/a
CONSISTENCY DETERMINATION: Attached: No To Be Forwarded: n/a
FIELD REPRESENTATIVE: Courtney Spears DISTRICT OFFICE: WLEMINGTON
DISTRICT MANAGER REVIEW: 494 Gv
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
FEE REC'D: $250 #10059 /
PUBLIC NOTICE REC'D: 12-8-17 , 11�/14 END OF NOTICE DATE: 12-29-17
ADJ. RIP. PROP NOTICES REC'D: as b" u Y It'Ly� 1 DEED RE 'D: 1 I
APPLICATION ASSIGNED TO: ON: 1
C) 75 DAY DEADLINE: 150 DAY DEADLINE:
MAIL OUT DATE:12-5-17 STATE DUE DATE: 12-29-17
FEDERAL DUE DATE:
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
t27-1' SL IV 110,4 S f
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Division of Community Assistance
12/7/17
1�
Division of Coastal Management-LUP Consistency
1 I Q
Public Water Section (DWR)
Land Quality Section (DEMLR)
I2 1 t
nttAf S-- J
Division of Water Resources - 401 Section
Storm Water Management (DEMLR)
I I I I -7
Y"u d,t fvi
State Property Office
I y IS 17
Division of Archives & History
Division of Marine Fisheries - Shellfish Section
12 1S 11
Division of Highways (NCDOT)
12 Zq 1
Wildlife Resources Commission
72'Z ` /1
Local Permit Officer
Dept. of Cultural Res / Underwater Archaeology
RECEIVED
Division of Marine Fisheries - DCM
Corps of Engineers - Regulatory Branch
ilk 1 2 $ 1�
4zC 0,wW4":�� t l

hi -
RECOMMENDATIONS FOR Dave Rizzo c/o Ton¢ue and Groove LLC 12/4/2017
The total square footage of the docking facility was calculated as follows:
Shoreline length =137' x 8 sq. ft. =1,096 ft2 allowable.
Proposed fixed platform = 20' x 20' = 400 ft2
Proposed new floating docks = (36' x 8') + (32' x 8') + (12' x 8') = 640 ft2
Total =1,040 ft2
It is the staffs recommendation that the replacement, reconfiguration, and expansion of the existing docking facility
appears to be CONSISTENT with the use standards set forth in NCAC 07H .0208(b)(6), including the eight -square foot rule,
the pier width rule, and the % width rule. The proposed structures would be located entirely over open water and would
provide docking space for four (4) vessels in water depths measuring approximately -4 at NLW. The proposed structures
would not encroach into the adjacent riparian corridor setback requirements to the north or south.
It is the staff's recommendation that the applicant's proposal to install approximately 100 linear feet of bulkhead appears
to be CONSISTENT with the Rules of 15 NCAC 7H.0208 (b) (7) (D) Use Standards for Bulkheads and Shore Stabilization
Measures.
It is the staffs recommendation that the proposed upland development portion of the project site is CONSISTENT with
the Rules of 15 NCAC 7H.0209 provided the pervious paver system receives 100%credit for the BUA proposed as pervious
pavers and the total impervious surface area for the lot remains below 25%.
This office has no objection to the proposed work, provided it is consistent with all other state and federal permitting
requirements. It is recommended that any permit issued should include standard conditions for docking facilities,
bulkheads, and upland development.
RECEIVED
DEC 12 2017
DCM- MHD CITY

rc"
MEMORANDUM
TO: Heather Coats
FROM: Michael Christenbury, Wilmington District Planner
DATE: January 30, 2018
SUBJECT: Dave Rizzo, Wilmington, New Hanover County
The applicant proposes to reconfigure and expand an existing docking facility, and construct a
new bulkhead, single-family residence and a pool at 8516 Bald Eagle Lane in New Hanover
County.
I have reviewed this proposal for consistency with the local Land Use Plan (LUP) and offer the
following comments.
The general area of this project is classified as Developed on the LUP Future Land Use Map.
Areas of Environmental Concern (AEC's) is classified as CS, EW, PT, PTS and ES. Local
waters are classified as SA-ORW and are open to the harvesting of shell fish.
I have reviewed this project with the local Land Use Plan and have determined this project is
consistent with the New Hanover County Comprehensive Use Plan update.
RECD=IVED
DGM WILMINGTON, NC
JAN302018
127 Cardinal Drive Ext., Wilmington, North Carolina 28405
Phone: [phone]Internet: www.nccoastaimanagement.net
An Equal Opportunity1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

vry
Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO: Mark Zeigler
Division of Community Assistance
Wilmington Regional Office
ROY COOPER
Gavemar
MICHAEL S. REGAN
S'ecrelary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 41 evvv � f , 9 )yy- DATED lZ / % It 7
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretory
BRAXTON DAVIS
Director
December 5, 2017
TO: Heidi Cox DEC 0
Regional Engineering Supervisor 6 2017
Public Water Supply-WiRO Olv1wRP�
sionofWaterKesourcubec WaterSuppb
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heatheccoats(a)ncdenrAov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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.
I
SIGNED [ (1/1lfJ w,� DATED Q l j 7) l /
r�
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

Na
Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO:
Dan Sams
District Manager-DEMLR
Wilmington Regional Office
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
DaYclor
-v,C/VE
201?
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 DATED 20 1 % i.
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management DEC 112017
127 Cardinal Fine Ext, Wilmington, NC 28405
910-796-7215

�i
Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
RMEIVEIINNCDEN WOW
DEC 0 .5 2017
Water Quality Regional
Operations Section
Wilmington Regional Office
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
TO: Chad Coburn
401 Wetlands
DWR-WiRO
FROM: Heather —Coats 'Assistant Major Permits Coordinatorl
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsaC)ncdenr.00v
Fax: [phone] (Courter04=1&-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return Ihis form to`Heathet Coats"at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when appropriate
in-depth comments with supporting data is requested.
!a/'tffCn
REPLY; This agency h"a�no objection to the project as proposed.
"Additional comments may be attached"
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. J�
SIGNED t/ DATED / /i
RECEIVED
DCM WILMINGTON, NC
JAN 1 2 2618
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal (hive Ext., Wilmington, NC 29405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
Dec 7r 5, 2017
TO:
M
Georgette Scott
Stormwater Section
DEMLR - WiRO
r---CE1vE
DEC 0 5 2017 t
{
ROY COOPER
Govemar
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
f NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a-ncdenrpov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
This agency approves of the project only if the recommended changes
are incorporated. See attached.c�� r J
This agency objects to the project for reasons described in the attached
comments.
SIGNED /vI Ck) Gl� DATED 12-6-17
RECEIVED
DCM WILMINGTON. NC
State of North Carolina I Environmental Quality I Coastal Management q'1'
127 Cardinal Drive Ext., Wilmington, NC 28405 U [ l L L U
910-796-7215

.► . _.fit
1
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
December 7, 2017
Dave Rizzo
1013 Shagbark Court
Chapel Hill, NC 27517
Subject: Request for State Stormwater Management Permit Application
Rizzo Residence 8516 Bald Eagle Lane
New Hanover County
Dear Mr. Rizzo:
TRACY DAVIS
Director
On December 5, 2017, the Wilmington Regional Office received notification that the subject proposed
project has triggered a review for the applicability of the 2017 state stormwater rules. Per North Carolina
Administrative Code Section 02H.1019 a Stormwater Management Permit from the Division of
Energy, Mineral and Land Resources, is required for this development located in the 20 coastal counties
because the project will require a Coastal Area Management Act (CAMA) Major Development Permit
pursuant to NCGS 113A-118.
Please submit either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of this
project and the expected submittal date, to this Office no later than February 7, 2018. Please note that
failure to respond to this request may result in the initiation of enforcement action, and construction may
experience a subsequent delay. If the project is located within the jurisdiction of any local government
holding an NPDES post -construction stormwater permit issued by the Division of Energy, Mineral and
Land Resources, please contact that unit of local government for information on submitting the
stormwater application to them.
Any construction on the subject site, prior to receipt of the required Coastal Stormwater permit, will
constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this
Office. If you have any questions, please call Linda Lewis at (910)-796-7215 or via email at
linda.lewis(d),nedenr. gov.
Sincerely, n .
9. Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:\\\Stormwater\Permits & Projects\StormSubs\2017 12 stormsub_NH_8516 Bald Eagle Lane
cc: Mark Batson, Tongue & Groove, LLC (6331 Oleander Drive, Wilmington 28403)
New Hanover County Building Inspections
Heather Coats, Division of Coastal Management
Wilmington Regional Office Stormwater File
RECEIVED
DCM WILMINGTON, NC
StatrafNorth Carolina I Environmental Quality I Energy. Miner al and Land Resources DEC 112017
WlhnIngion Reglonal Office 1127 Cardinal Drive Extenvon I Wilmingtun. NC 28405
910 746 7215

Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO: Tim Walton
Dept of Administration
State Property Office
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
DEC 1 1 2017 BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather coats(cDncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when appropriate
in-depth comments with supporting data is requested.
�PI,Y:
SIGNED
This agency has no objection to the project as proposed.
ZAitional comments may be attached**
gency 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.
DATED 11 — 1 2-
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 DEC 15 2017
910-796-7215

0/
Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO:
FROM:
SUBJECT:
Received: 12/14/17
State Historic Preservation Office
ROY COOPER
cove
MICHAEL S. REGAN
sec.ray
BRAXTON DAVIS
am,YW
ER 17-3040
Renee Gledhill -Early Due -- 01/05/18
Dept. of Cultural Resources J
Archives & History N
A- 5wMl#t
Heather Coats, Assistant Major Permits Coordinator to -gym— 17
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405heather. coatsCo)ncdenr._go
v
Fax, 395-3964 (Courier 04-16-33)
CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
NC -- 12/14/17
CRS
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 DATED v I g
REC.z_FL�L;
DCM WILMINGTON, NC
!n.r! I-t s 2010
DEC 1 5 2017
Slate or North Carolina I Environmental Quality I Coastal Manageincnl
127 Cardinal Drive EM , Wilininglon, NC 28405
910-796.7215

Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO:
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats().ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge B Fill Application Review
Applicant: Dave Rizzo
Project location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 DATED
RECEIVED
DEC 16 ,2017
11
Stale of North Carolina I Environmental Quality I Coastal Manage-D C M _ M H D CITY
127 Cardinal Drive Ext., W lmington, NC 29405
910-7967215

Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO:
David Harris
NC DOT
Roadside Environmental Unit
ROY COOPER
Govemar
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
uo-ecmr
RECEIVED
DEC 2 ] 2017
DISTRICT 3
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsCaD-ncdenraov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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.
SIGNEDDATED 12AMi
I�i ul WIL.MINGTON, NC
State of Noah Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ent., Wilmington, NC 29405 DEC 2 g 2017
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
TO:
G 1•l2.. of
Maria Dunn
NC Wildlife Resources Commission
For WiRO
ROY COOPER
Gomm,
MICHAEL S. REGAN
Senelary
BRAXTON DAVIS
DINC(ar
FROM Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatso),ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 .�— DATED 12-1'T- 2 1 4
7 F 7— ,� E 8 9
DCM WILMiNGTON, NO f^) ¢
DEC 2 0 1017 4 ��` 201
t°
State of Noah Carolina Environmenlal Quality .Coastal Management d., Qjb,
i
127 Cardinal Dive E•xe, Wilmington, NC 28405 .Cl� ��
910-796-7215 9ir�� ,.,1AV

ROY COOPER
GOVE
_ RECEIVED
MICHAEL S. RBGA1N
Coastal Management BRAXTON DAVIS
[NVIRONM"TAL OVAU 201� Dbw�br
December 5, 2017 NEW HANOVER COUNTY
PLANNING & ZONING
TO Christine Boufford
Local Permit Officer
County of New Hanover
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather coats(o)ncdenr. gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to (feather Coats at the address above by December 29, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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 DATED_Z
DCIM WILMINGTON, NC
Stste ofNm h CmWm I Eo mm °tal (�,WnY, Coa W Mkt DEC 1 3 2017
127 Cardmd Dow Fit., W➢=09tml, NC 28405
910-796-7215

coasialManagemeni
ENVIRONMENTAL QUALITY
December 5, 2617
TID> Cuirt Welchert
Fisheries Resource --Specialist:
IVIHC=DCIVI
FROW Heather.Qoats, Assi stant'Major Permits Coordinator
NCDEQ — Division of,Coastal Management'
127 Cardinal C�rive:Ext;iWilm.,,NC.'28405.ti6btti6�.6c
Fax: 3,95=3964 (—C6WMK.'0-4;1%, 'i
— -- --- �;�- -;_1
ROYCOOPER,
Gowmar,
M . ICHAEL 'S� ' �'R - FWAN
A
-13RA.')CtOtJ DAVIS'
SUBJECT: CAMA /Dredge & Fitt Application.Revi6w
Aopli.dai;fit .-- Dave .Rizzo
,
ProjectLocation:6516 Bald. Eagle Lh,, Pdfa.dant to Middle- Sound; in New :H I anolver. Co.
Proposed Project: to expand and reconfiguT, an.,6kisting dbdking-faciktyand to construct
a new single-family resideP69 with'gool, shed -and bi.Ilkhead.
Please indicate below your agency's position i or viewpoint on the proposed (project . and
Veiuimiiiii;,iorm.,i6fHehthee�'Cd�a-�i4s-7�at the address above ,byDeC6rnbet29, 2017. If you have any
`questions regarding the --propose 'oroject, contact Courtney Spears at (910),796-7423when appropriate
in-depth comments with,.§u.p'ppqinqA4ta is requested.,
REPLY, This agency has no objection to the.0hplebt as proposed.
**Additional'comments may be attached"'
This agqncyhaS no commenton the proposed: project..
SIGNED.
This agency approves of thelpfoject.6dy.iflild. recommended changes
are. incorporated.. See attached.;
This agency objects.to the project for reasons described in the attached
comments.
Rbcell )VAAW,
JAN IY8 -0
®CM
Stot6 of Noith Carolina 1 Enviromental Qfialhy I Coastal Manigeintfit,
127 Cardinal Drive Ext.,Wihnington,.NC1284-05 —
910-796-7215
KEGEIVED

ROWCOOPER-1,
'MEMORANDUM:
EkldAANWM:
TO Heather :Codts, D.CMAssistantMajor POrnit.f-66(dihator
FROM: Curt-,Weychert,OCM Fisheries :Resource Speci6ii
StO
sUBVE-CR Dave kizzo pocking Facility,Expansionand Reconfiguration
DATE:. Jatfuary. 2018
. I
A'No I h Cardlina Division of"Coasial Management (I)CM) Fisheries kiisourceSpecialist. has reviewed -the
,CAMA.MOjPrPerriilt'aoolitbtib'n,fdn'Ordocisdd actlonstNtAmpabdsh dn&bsf hibitatt. The applicant is
proposing to expand acid rec6rflijurean e)dstini,dock - Ingfq;lIl(y., TIh.e,Orqlyo!gq
covered gazebo, floating platform and several formalized SiloSrand'.boatlifts. The areamithin the OrbJ60AS af
-knoWi6�6a�Whee6�ulihdfg�d.'bci�ticVegetation (SAV) basedon 9everal!,Vearsofa6ri photography.:
On the Atlantic coast ,North rqhks'-,-secbrid behindfIbMat in 9AV'pr&§enc;b (Fuhddrborket,
al. 1991i ftrift rgetal,4995);. ObsdrV4tIOn9:sI'nWr!60,0 have indlicated'thatSAV coverage ft'!"N-014�11-
ciffo.iiii�.is-iDxpandiqg�fniop.r�yiouglyunobservediAri�a,s; SAV'is-a.yi!al'pornpo4ent,t-o;l�iee'stiw-ine
system And isPAWAIPsM-WA f,00rmwy fisheries species, such aa,gq g-gropppri flounder, -red ftTn,,,
black-sea'ban, weakfish and Atlantic.cr6akdrMeAtondtal. 2010), SAV S"uppoft's'.high div-.e-rsityi'of'
fo r . a I g r in gfiishafidd n--veft--e . brat I e's, . and p-rbv idds.�,d . uabldedb$yste&,seN-ice9a[§ alpri I primary, 6d
.i I ,
eiih'aiicer:of'watbtqtiglty(b,datonotal. 1'�1q).. SA-V�i,lterswafej7,.sioAfzesse�diinent,(f
'Stephan, and Bigford 1997), andprovides refuge for jgyenjl6,,:fmJ[ishj crabs"and shrimp -no -
(Sa-Vi - and
Stein 1902,;,� ok r'd ad . 1 981
Ko . e. 9
,SAV supports vi Vascaii#, of-,epjp4ytd9�a . n dother. 969siI61tivertebrateg that serve -as aff od sonroo for
many fisheries specids. Waters.containing SAV have ligh , pfspgdes, richness and Aunilancetham,
those (Tha�yprevall, f975j koss and Stevens1992); and opp Impr6yetvatere(tyalit s y and,•
Clth
'ari ro ah the filtratibirof water'bv,-ttie,associafedlepjp4yti6 cormnum , ty� :SAV gni
- ty— AT . !s.reco zed.,w
cyding' (DOeaton.et-ad. 2016J7. -
Because, SAV,has°be6rt known fogr pwinthe,s eareas,
,future rpqpes,ts,f,or-dredgingpr%gny.gti*r
development which has the potential t&:adversqly affect` SAV hibitat will like_ be objdetelf.to and
ground'sfor. a recommendation �.ofdenial 6ythis office.
Deatbri, A.S.,,W..S'. Chapp-eill,K 416tt, O.Neadj l3 Boutin. 2010. N6rith. Carolina coastal Habitat-
Piptection Plan.,No-rih,Cai-olin-a�DeDartment ofEnvironment and Ndt,ural Resources.. Division
of,MaiineFishen s :NC,'639,pp,
StatebfNorWCiiolm'a'lEnvlromentalQualiij I C m-' WManagei neat
400 Coearnerco'kven.e I M.4cad'c1ty, Nq 28557,
'232-808-280 8 1 252-247-3330,(fhk)

Fonseca, M. S. 1996. The role ofseagrasses inriearshore,sedimentacy'processes &review: p. 261-296
in C. Roman and K. Nordstrom (eds). Estuarine Shores: Hydrological, Geomorpltological and'
Ecological Interactions. Blackwell, Boston, MA..
Funderburk S. L.,-J: A: Mihursky, S: J. Jordan, agdD. Riley; 1991.,Habitat requirements, for
Chesapeake:Bay living resources. Habitat Objectives VJoikgroup, Living Resources
Subcommittee an&Chesapeake Research Consortium with assistance from Maryland
Department of Natural Resources, Solomons, MD.
Rooker, l k,.G.Jr Holt, and S.A. Holt: 1998. Vul'nerabilityof newly settled,red drum (Sciaenops;
ocellatus) to predatory fish: is early -life survival enhanced byse,agrass meadows? Marine
Biology 13'1(1):,145-151
Ross,.J; L, and T.M. Stevens. 1992. Life1istory and population dynamics of:red,drum (Sciaenops;
ocellatus) in North Carolina waters, NC -Division of Marine' lisheries, Morehead City, NC;
Marine Fisheries Research Completion Report Project: F-29,130p.
Sargent, F. ,J.; T. J:,Leary, D. W: Crewz; and C R.-Xmer, 1995. Scarring of Florida's seagrasses:
Assessment and management options. Florida Department ofEnvironmental Protection, St.
Petersburg, Fl.
Saving, J. F. and R.A. Stein. 1989. Behavior of f3§h'predators and'theirprey: habitat,choice between
open water -and dense vegetation; Environmental Biology of Fishes24(4):287-293,
Stephan, C. D: and t1R, Bigford. 1997: Atlanric-coastal submerged aquatic vegetation: a review of its
ecological°role; anthropogeruc impacts; state regulations; andvalue to Atlantic:coastal fish - '
stocks. Atlantic' States Marine Fisheries Comnitssioni.77p
Thayer, G. V, S.MI. Adams; and M.W. La Croix.1975. Structural and functional. aspects'of a
recently'established, Zosieramarina community, p, 518-540,inL.E: Cronin (ed.). Estuarine
Research. Academic Press, New York, NY:
ContactCurtWeycnert at [phone]'ext. 213 or t6d; 6ch&iOn4irfr eovwith, further questions or
concerns.
Stale of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City; NC 27909,
252-264.3901

j
Coats, Heather
From:
Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent:
Monday, February 06, 2018 2:56 PM
To:
Coats, Heather
Cc:
Spears, Courtney; MacPherson, Tara.
Subject:
[External] Bald Head and Rizzo
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Heather,
Hey girl -got your message. We are ready to issue the Bald Head Island stabilization project. No special conditions on that
one, just the standard GP 291 conditions that go with our permit.
Also, with the Rizzo project, looks like we have comments from everyone except FWS, but we intend to include Manatee
Guidelines as a special condition in addition to the standard 291 conditions, so I don't believe that will be an issue.
Let me know if you need anything else.
Liz Hair
Regulatory Project Manager
Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
910-251-4049

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
January 23, 2018
Regulatory Division
Action ID No. SAW-2017-02583
Mr. Dave P. Rizzo
1013 Shagbark Court
Chapel Hill, North Carolina 27517
Dear Mr. Rizzo:
We have reviewed your application received by this office on January 18, 2018, for
Department of the Army (DA) authorization to expand and reconfigure an existing
docking facility and to construct a new single-family residence with pool, shed and
bulkhead, at 8516 Bald Eagle Lane, in the Porters Neck subdivision, adjacent to Middle
Sound/AIWW, in Wilmington, New Hanover County, North Carolina. Coordinates are:
34.2935 N,-77.7468 W.
Your application is a candidate for Federal authorization pursuant to the CAMA—
Corps Programmatic process for construction activities that receive authorization from
the State of North Carolina. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences
in State -Federal positions or policies, the final action taken on your application by the
State will result in your receiving written notice from us that your application is
consistent with the Federal permit and you may commence your activity. Only after
receiving such confirmation should you begin work.
Your application, pursuant to Section 10 of the Rivers and Harbors Act, has been
assigned Action ID No. SAW-2017-02583. RECENED
FEB 0 2 2018
DCM_

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
February 27, 2018
Regulatory Division
Action ID No. SAW-2017-02583 and State Permit No. 15-18
Mr. Dave Rizzo
1013 Shagbark Court
Chapel Hill, North Carolina 28517
Dear Mr. Rizzo:
Reference your application for a Department of the Army permit to expand and
reconfigure an existing docking facility and to construct a new single-family residence with pool,
shed and bulkhead at 8516 Bald Eagle Lane, in Wilmington, New Hanover County, North
Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, attached
Federal special conditions, Guidelines for Avoiding Impacts to the West Indian Manatee, and the
approved plan. Failure to comply with the State authorization or conditions of the Federal permit
could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2021.
Questions or comments may be addressed to Ms. Liz Hair, Wilmington Field Office,
Regulatory Branch, telephone [phone].
Sincerely,
Received
Liz air, Project Manager
Wilmington Regulatory Field Office FEB 2 7 1010
DCM

-2-
Enclosures:
GP 291 conditions
Manatee Guidelines
Plans
Copies Furnished (with enclosures):
Tongue and Groove, LLC.
Mr. Mark Batson
6331 Oleander Drive
Wilmington, North Carolina 28403
Electronic Copy Furnished (without enclosures):
NCFWS; Mr. Pete Benjamin
USEPA; Mr. Todd Allen Bowers
USCG; BOSN3 Mr. Scott McAloon
NOAA/NMFS; Dr. Fritz Rhode
NOAA/NMFS; Mr. Pace Wilber
NCDEQ/DCM; Mr. Doug Huggett
NCDEQ/DCM; Ms. Heather Coats
NCDEQ/DWR; Mr. Chad Coburn
NCDEQ/DWR; Ms. Karen Higgins
NCDEQ/DCM; Ms. Courtney Spears

NC Division of Coastal Management AEC:AIWW
Fee: $250 #10059
Major Permit Application Computer Sheet CDAITS _ MHC cc
Ado kr
Applicant: Dave P. Rizzo
Agent/Contractor: Tongue & Groove, LLC c/o Mark Batson
Project Site County: New Hanover
Staff: Courtney Spears
District: Wilmington
Project Name: Rizzo SFR, pool and docking facility
Rover File: n/a
River Basin: Cape Fear
Initial date of application submittal: 11-17-2017
Date application "received as complete' in the Field office:
Permit Authorization: ❑CAMA ❑ Dredge & Fill Both
SITE DESCRIPTIONIPERMIT INFORMATION
ORW: ❑Yes No
PNA: ❑Yes No
Photos Taken: Yes No[]
Setback Required (riparian): E1Ye!,JENO
Critical Habitat: ❑Yes LINO Not Sure
15 foot waiver obtained: ❑Yes ANo
Hazard ��11o))ification Returned:
[_]Ye ENO
SAV: ❑Yes []No Not Sure
Shell Bottom: []Yes []No Not
Temporary Impacts: Yes ❑No
Sure
Sandbags: ❑Yes Po ❑ Not Sure
Did the land use
sification come
MitigatiQnn,Required (optional):
from county LUP:
Yes LINO❑Yes
IX1No
Moratorium Conditions:
Environmental essment Done:
Length of Shoreline:
❑Yes ONO qA
FT.
❑Yes ❑No NA
_i?`�-
Shellfish Area Designation:
Project Descni ion: (code)
Development Area: (code)
Open or- Closed
D Qv
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS)
Nutrient Sensitive Waters (NSW)
Swamp Waters (SW)
❑ High Quality Waters (HOW)
❑ Outstanding Resource Waters (OR"
WETLANDSIMPACTED
El (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
(SS) Glasswort ( Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
(SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
(JR) Black needlerush (Juncus
❑ (SP) Safl/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
El III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
X IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ Il. Public or commerciallno dredge
$ 00
and/or fill - $400
I. Private no dredge and/or fill - $250
III(C) Priv. public or Comm w /D&F to 1
RECEIVED
acre; 3490 can be applied; DCM needs
DWQagreement -$400
DEC 12 2017
DCM- MHD CITY

Dave Rizzo
Date: 11-17-17
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet
TYPE
REPLACE
Activity Name
Number Choose
Choose Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
New Work
Replace
Maint ❑
1p Y ❑ N
New Work
Replace
Maint ❑
❑ Y N
f.
SMaint
New Wodc
Replace
8
❑
Y ❑ N
New Work
Replace
2
�y
Maint ❑
❑ Y N
v
lMaint
New Work
Replace
1
❑
❑ Y gN
New Work
Replace
Maint ❑
❑ Y IN
New Work
Replace
I 0
Maint ❑
❑ Y 0N
New Work
R place
Maint ❑
Y ❑ N
� � `5( zi1/ W 2 t 2
Describe beTol th HABITAT disturbances for the appt liccation. All vl values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft
FINAL Sq. Ft
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
©W
Dredge ❑ Fill ❑ Both ❑ Other
4zsltvo
Dredge ❑ Fill ❑ Both ❑ Other
D
Dredge ❑ Fill ❑ Both ❑ Other
I 3
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
a
919-733-2293 :: 1-888.4RCOAST :: www.nccoastalmanagement.nerevised: 10/12/06

�12
am 111I
APPLICATION for
Major Development Permit
past revised 12127t06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Dave
MI
P
Last Name
Rizzo
Applicant 2: First Name
MI
Last Name
It additional applicants, please attach an addllicnal page(s) with names listed.
Mailing Address
1013 Sha bark Ct
PO Box
I
City
Chapel Hill
State
NC
ZIP
27517
Country
USA
Phone No.
919.593-1256 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
RECEIVEEMIR
Business Name
Tongue & Groove LLC
DEC 12 2017
Agent/ Contractor 1: First Name
MI
Last Name
Mark
D
Batson
DCM- MHD CIT
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
6331 Oleander Drive
I Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
USA
910.679
- 4610 ext.
ext.
FAX No.
Contractor N
910 679 4611
54432
Street Address (it different from above)
City
State
ZIP
Email
[e-mail]
HLC:L-IVEU
<Form continues on back> DCM WILMINGTON, NC
NOV 272017
252-808.2808 :: 1-888.4RCOAST it www.nooeastalmaeasemeet.net

IiT ,
Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Pr%ct Location
County (can be multiple)
Street Address
State Rd. If
New Hanover
8516 Bald Eagle Lane
Subdivision Name
City
State
Zip
Porters Neck
Wilmington
NC
28403
Phone No.
Lot No.(s) (if many, attach addklonal page with list)
- - ext.
B29, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Middle Sound
a 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 ❑UNmown
ICWW
e. Is proposed work within city limits or planning jurisdiction?
I. It applicable, list the planning jurisdiction or city Iintlt the proposed
%Yes ❑No
work falls within.
Wilmington
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
137'
40,231
c.
Size of individual foils)
d. Approximate elevation of tract above NHW (normal high water) or
.924,
NWL (normal water level)
(N many lot sizes, please attach additional page with a list)
15 r INHW or QNWL
6.
Vegetation on tract
lawn grass, ornamental landscaping, coastal wetlands, 404 wetlands
I.
Man-made features and uses now on tract
RECEIVED
Single Family Home
DEC 12 2017
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Residential DCM- MHD CITY
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-2
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No KNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes XNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes D4No ❑NA
If yes, by whom?
I.
Is the proposed project located In a National Registered Historic District or does It involve a ❑Yea ;KNo ❑NA
National Register dated or eligible property?
REC'=1VED
<Form continues on next ipiI DCM WILMINGTON, NC
N 0 V 2 7 2017
282-808.2608 :: 1.888-4RCOAST :: www.nccoastatmonayameot.net

0-1
Forth DCM MP-1 (Paige 3 of 4)
APPLICATION for
Major Development Permit
m. () Are there wetlands on the site?
MYes []NO
(n) Are there coastal wetlands on the site?
DaYes []No
ph) If yes to Behar (1) or (ii) above, has a delineation been conducted?
❑Yes DQNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Groundwater (CFPUA)
p. Describe existing storm water management or treatment systems.
CFPUA
A. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial
❑Public/Govemment
%Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private docking facility for recreational boating
New single family residence, pool, shed and bulkhead
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where a is to be stored.
Small Pile setting barge moored inside riparian corridor
d. List all development activities you propose.
Construct private docking facility, new single family residence, pool shed
and bulkhead
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
t WnhaXZ
t�thhe approximate total disturbed land area resulting from the proposed project?
DQSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes D(No
❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
r� EC E VG I / C
I( \JG
None
DEC 12 2017
i. WIII wastewater or stormwater be discharged into a wetland? Oyes PqNo
❑NA
CI
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No
1CPJI-111ND
tAA
J. Is there any mitigation proposed? ❑Yes PQNo
DNA
If yes, attach a mitigation proposal.
FY
,ECr_1VED
<Form continues on back:. DCM WILMINGTON, NC
NOV 2 7 2017
252.806.2808 .. 1.888.4RCOAST .. www.ncconstalmanagement.net

Form DOM MP-1 (Page 4 of 4)
APPLICATION for
Major Developrttertt Permit
A Additional Information
!h odditn to this completed application torni, (MP-1) the i0lowing items below, It oppliooble, must be submitted In order for du appi kallofr
ppaacc!kcaagpee ro be complete. Items (a) - (0 are always applicable to any mayor development application. Please consult flu appsoallon
'Alabvctlon 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 sale. Plosolf give the present status of tits
proposed project. Is any portion already complete? It previously authodxed work, clearly indicate on maps, plats, drawings to dlaMfgulsh
between work completed and proposed.
c. A site or local map that Is sufficiently detailed to guide agency personnel unfamiliar with the area to the a",
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
a. 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 realm receipts as proof dial 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 Jeffery and Susan Thomas Phone No.
Address 8512 Bald Eagle Ln, Wilmington NC 28411
Name John Thomas Phone No.
Address 8520 Bald Eagle Ln, Wilmington NC 28411
Name Phan No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permhtee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. 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 invokes expendWre
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certlflcation and Permission to Enter on land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify thq the information provided in this application is truthful to the best of my knowledge.
Date 1q /19 Print Name A7AW U&S-W RECEIVED
Signature V-1-1,/Bs►�y,►�` DEC 12 2017
Please indicate application attachments pertaining to your proposed project. DC M- M H D CITY
MCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
9PCM MP-3 Upland Development
XDCM MP-4 Structures Information ri EG''r. I V E E)
DCM WILMINGTON, NC
NOV 2 7 2017
252.BOR-2808 .. 1.888.4RCOAST ., www.nccoastalmanagement.net

Form DCM MP-2
rat
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel Canal
(NLW or
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION �ThisN"'
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandshnarsh
(CW), submerged aquatic vegetation (SAV), shall bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(H) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes [--]No [:]NA
(ii) If no, attach a letter granting permission from the owner.
O Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV [:]SB _
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
RECEIVED
DEC 12 P017
DCM- MHD CITY
M,1V4 *UM' t f
b. Dimensions of disposal area.
d. (I) Will a disposal area be available for future maintenance?
❑Yea ONo ❑NA
(li) If yes, where?
I. (I) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(II) If yes, how much water area is affected?
P)EC'--IVED
DCM WILMINGTON, NC
NOV 2 7 2017
252-an8-28e8 n 1.888-4RCOAST :: www.nccoastalmanacement.net revised: 12126/aR

Pull Ulu LP-2 (Excavation and Fill, Page 2 of 2)
(fiZ
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood gran, use VP-4 — Stru011,010,4)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: N/A
e. Type of stabilization material:
Vinyl Sheet Piles
g. Number of square feet of fill to be placed below water level.
Bulkhead badtfill NIA Riprap _
Breakwater/Sill _ Other _
i. Source of fill material.
Castle Hayne
b. Length: 10
Width: 1
d. Maximum distance waterward of NHW or NWL: N/A
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yea ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NO ADDITIONAL FILL - Whole lot being disturbed and graded
(40,231 so
A OTHER FILL ACTIVITIES 0This section not applicable
(Excfuding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ®No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water Q
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or
controlled?
submerged aquatic vegetation (SAV), shell bottom (S13), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feat affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas:
on site and erosion b. What type of construction equipment will be
backhoe, or hydraulic dredge)?
excavatonbackhoe for grading upland area
c. (i) Will navigational aids be required as a result of the project?
❑Yes oNo ❑NA
(h) If yes, explain what type and how they will be implemented.
11/16117
date IIEC 12 21711
Rizzo Residence
2roject Name Y
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Tongue & Groove LLC ri EC"•` IV EI
Applicant am
^ N 0 V 2 7 2017
plicam Signature

ME
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andlor land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities. units or structures
proposed.
Single family residence, pool, shed
c. Density (give the number of residential units and the units per
acre).
1 unit / < 1 acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at bast 30 days before Wnd-disturbaig
activity begins.
(t) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
OYss []No RNA
pq If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement building, rooftops, or to be used for vehicular driveways
or parking.
9.745 SF
i. Give the percentage of the entire tract to be covered by impervious
and/or buitt-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
24.2%
j. Describe proposed method of sewage disposal.
Septic System
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent. 'wash down' and residential discharges).
WA
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
01'231 5F
I. List the materials (such as man, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete
h. Projects that require a LAMA Major Development Permit may also
require a Stomiwater Certification.
0) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ONA
Oil If yes, list the date submitted:
Have the facilities described In Item (i) received state or local
approval?
OYes ONO ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative slomrwater
design?
®Yes ❑No ❑NA
If yea, attach appropriate documentation.
nECI-IVED
RECEIVED DCM WILMINGTON, NC
DEC 12 2017 NOV 2 7 2017
252-HOH-2BOH2 :: 1•HBH-4RCOA3T :: yvww.nacnaatelmamgamanL revised: 12/26/06

Forth DCM MP-3 (Upland Development, Page 2 of 2)
in Describe proposed drinking water supply source (e.g., well,
community, public systam, etc.)
public (CFPUA)
o. When was the lot(s) platted and recorded?
1951
11/16/17
Date
Rizzo Residence
Prood Name
Tongue & Groove lLC
Applicant Name
'akzz =--
Applicant Signature
n, (1) Will water be impounded? [3Yss SNo I3NA
(N) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
Installed for this upland development?
❑Yes SNo ❑NA
RECEIVED
DEC 12 2017
DCM- MHD CITY
REC!rIVEb
DCM WILMINGTON, NC
NOV 2 7 2017
252$06.2606 %i 1-568dKCOA6T ;, www.nccoaxtalmana0emont.net revised: 1212WOO

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.
!. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (1) Is the docking facility/marina:
❑Commercial ❑PubliciGovemmem ®Private/Community
❑This section not apWlfcab/e
b. (i) Will the fadGty be open to the general public?
[]Yes ®No
c. (i) Dock(s) andie(s) la
1t
d. (i) Are Finger Piers included? []Yes ®No
F
(ii) Number
If yes:
(Iit) Length 212' 36',32',17
(it) Number _
IN) Width 6_ 8'
(iii) Length _
(v) Floating ❑Yes []No
IN) Width
(v) Floating ❑Yes ONO
e. (i) Are Platforms included? ®Yes ONO
1. (i) Are Boallifis included? ®Yes ONO
If yes:
Farad
If yes:
(ii) Number �
(ii) Number 1_
(iii) Length 20'
(iii) Length 16'
(iv) Width 20'
(iv) Width 16
(v) Floating []Yes 8No
Note: Roofed areas are calculated from driplins dimensions.
g. (it yumber of slips proposed
h. Check all the types of services to be provided.
c�
[1 Full service, including travel lit and/or rail, repair or
(ii) Number of slips existing
maintenance service
2
❑ Dockage, fuel, and marine supplies
® Dockage ('wet slips/ only, number of slips:
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: I. Describe the typical boats to be served (e.g., ooan nNlaboat.
❑ Land cut and access channel charter boats, sail boats, mixed 'MCEIVED
❑Open water; dredging for basin and/or channel tEen runabout
®Open water; no dredging required DEC 12 201%
❑Other; please describe:
DCM- MHD CITY
k. Typical boat length: 36' I. (1) WIII the facility be open to the general public?
[]Yes ®No
m. (1) Will the facility have de pilings? R E C L- I V E LD
❑Yes ®No DCM WILMINGTON, NC
(4) If yes number of be pilings?
NOV 2 7 2017

Form OCM MP-4 (Structures, Page 2 of 4)
k.
2. DOCKING FACILITY/NARINA OPERATIONS M This svobon not WoketWif
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boathoking tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
a Describe the disposal of solid waste, ash offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
a. (I) Give the location and number of No Sewage Discharge" signs proposed.
(if) Give the location and number of ^Pumpout Available" signs proposed.
I. Describe the special design, it applicable, for containing industrial type pollutants, such as paint, sandb4asting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed W
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 quatity,
j. What will be the marina policy on overnight and live -aboard dockage?
RECEIVED
k Describe design measures that promote boat basin Hushing? DEC 12 2017
L it this projed Is an expansion of an existing marine, what types of services are currently provided?
4^Gt"^-fvcn
DCM WILMINGTON, NC
NOV 2 7 2017

•'o117ftt OGM MP-4 (Structures, Page 3 of 4)
16
M. 18 the marinaAdocking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the madna/docking facility proposed within or adjacent to any shell8eh harvesting area?
❑Yea ❑No
o. Is the marma/doddng facility proposed within or adjacent to coastal wellandalmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SS), or other wetlands (WL)? It any boxes are checked, provide the number of square feel affected.
❑CW _ ❑SAV ❑SS _
❑WL _ ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any sheBgsh leases? []Yes []No
If yes, give the name and address of the leassholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®Thie section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑PubliciGovernmem ❑PrivatelCommunity
(ii) Number _
(iii) Length
(iv) Width _
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wool, shsetpile, etc. N a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a (i) Number _
(ii) Length
(III) Width _
S. BREAKWATER (e.g., wood, sh"(Pile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW. NWL, or wetlands
6. MOORING PILINGS and BUOYS ETMs section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing DEC 12 2017--'VED
DCM WILMINGTON, NC
DCNI- MHD CITY
NOV 2 7 2017

Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
iQ
a. Proximity of structure(s) to adjacent riparian property lines
Afore: For buoy or mooring piling, use arc of awing including length
of vessel.
c. Width of water body
598'
e. (i) Wdl navigational aids oe required as a result of the project?
❑Yes ©No ❑NA
(ii) If yes. explain what type and how they will be implemented.
b Proximity of structure(s) to adjacent docking facilities.
d. Water depth at waterward end of structure at for NWL
—q NLw
8. OTHER CKI This section not applicable
a. Give complete description:
11-16-2017
Date
Rizzo Residence
Project Name
Tongue & Groove LLC
Applicant Name
Applicant Signature
RECEIVED
DEC 12 2017
DCM- MHD CITY
REC`71VED
DCM WILMINGTON, NC
N 0 V 2 7 2017

LAMA Major Permit Application
Project Narrative
This is a request from Tongue & Groove LLC to apply for a LAMA Major Permit on behalf of David Rizzo,
owner of 8516 Bald Eagle Lane. Enclosed, you will find the LAMA Major Applications— DCM MP-1, DCM
MP-2, DCM MP-3, DCM MP-4, work plan drawings, and additional required information.
The proposed project involves a new single family residence, pool, shed, bulkhead and the complete
removal of an existing dock and the replacement of a new dock facility. The purpose of the new, private
docking facility is for recreational boating use. Please refer to the "Project Package" for project details —
including: existing survey (Page 1), proposed survey (Page 2), and cross-section (Page 3). In order to
construct the private docking facility, a small pile setting barge, moored inside the riparian corridor, will
be required.
Sincerely,
Mark Batson
Owner, Designer
Tongue & Groove LLC
Wilmington, NC 28403
910-679-4610
RECEIVED
DEC 12 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
NOV 2 7 2017

r-
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dave Rizzo c/o Tongue & Groove LLC
2. LOCATION OF PROJECT SITE: Site is located at 8516 Bald Eagle Lane, adjacent to Middle Sound and AIWW
Wilmington, New Hanover County.
Photo Index — 2006: 22-7430 UV 11-12 Lat:34°17'36.68"N Long:77°44'48.27"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 10/13/17
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received—11/27/17
6. SITE DESCRIPTION:
91
Office — Wilmington
(A) Local Land Use Plan— Wilmington - New Hanover County
Land Classification From LUP — Residential, Conservation
(B) AEC(s) Involved: PT, EW, CS, PTS, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -Septic
Planned- N/A
(F) Type of Structures: Existing- Single-family residence and private docking facility
Planned- Single-family home, pool, new vinyl bulkhead, and expand and
reconfigure existing docking facility
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
ft
760
ed
(B) Non -Vegetated Wetlands (Open Water)
2,568 ftz
(incorporated)
(C) Other - Highground disturbance
4,000 ft'
(area behind
bulkhead
40,231 ftZ
(grading)
receiving graded
material)
(D) Total Area Disturbed: 42,799 ftZ (0.98 acres) pE� 12 2017
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes DCtA" V HD CITY
PROJECT SUMMARY: The applicant proposes to reconfigure and expand an existing private docking facility,
construct a new vinyl bulkhead, and construct a new single-family residence, pool and shed.

II`
Dave Rizzo c/o Tongue and Groove LLC
Page 2
9. PROJECT DESCRIPTION
The applicant's property is located at 8516 Bald Eagle Lane, adjacent to Middle Sound and the Atlantic Intracoastal
Waterway (AIWW) near Wilmington, New Hanover County. To locate the property from the Wilmington Regional Office,
travel north on Market St. / US-17 Bus N for approximately 5.30 miles. Turn right onto Porters Neck Rd. and continue
straight through the first roundabout. Take a slight right to stay on Porters Neck Rd. and travel approximately 1.42 miles.
Turn left on to Bald Eagle Ln. and travel approximately 0.5 miles. The project site will be located on the right-hand side of
the street.
The project site is a residential lot with approximately 137' of shoreline frontage along the AIWW and Middle Sound. The
elevation of the high ground area of the lot averages approximately 15' above normal water level (NWL). High ground
vegetation consists primarily of lawn grasses, woody shrubs, and landscape vegetation. The upland area is currently
developed with a single-family home, detached garage, and driveway. The shoreline of the property has not been
stabilized and slopes steeply to a small fringe of 404 wetlands approximately 20' in width which transition to Coastal
Wetlands approximately 80' in width. The Coastal Wetlands are primarily Smooth Cord Grass (Spartina alterniflora) with
Glasswort (Salicornia spp.) and Sea Lavender (Limonium caroliniana) also present on site. Mean High Water (MHW)
ranges from approximately 50' to 60' waterward of the wetlands. An existing docking facility extends from the center of
the property in a southeasterly direction into Middle Sound. Leading to the docking facility is a elevated wooden
walkway and a gazebo approximately 45' from NHW and measuring approximately 20' by 20'. The docking facility
consists of a fixed pier measuring approximately 190' by 6', a fixed i-head' platform measuring approximately 16' by 16'
and a floating platform measuring approximately 16' by 8'. There are two existing tie pilings approximately 13' south of
the floating platform. There is an existing 13' in width by 13' in length boatlift that extends off the north side of the
existing fixed platform. The existing docking facility allows for two (2) formalized slips.
The shoreline to the south has been stabilized with a bulkhead that extends approximately 50' waterward of the upper
limits of coastal wetlands on the project site. The adjacent shoreline to the north has not been stabilized. Both of the
adjacent properties to the north and south are developed with single-family residences and docking facilities. No known
archaeological sites are within the project vicinity. Previous owner, Mr. James Holderfield obtained LAMA General
Permit No. 4915D to construct the docking facility on 5/15/1989. Mr. Dave Rizzo obtained CAMA Minor Permit No. 17-
45 to demolish the existing residence on November 22, 2017.
The City of Wilmington/ New Hanover County Land Use Plan classifies the adjacent waters as Conservation, and the
adjacent high ground portion of the project area Conservation/Residential. The waters of the AIWW are classified SA;
ORW by the Division of Water Resources and are NOT designated as a Primary Nursery Area (PrRW1 EN1k1fiDn
of Marine Fisheries. They are OPEN to the harvest of shellfish.
DEC 12 2017
PROPOSED PROJECT
The applicant proposes to reconfigure and expand an existing private docking facility, constru�aggr vih�saQd
construct a new single-family residence, pool and shed. The applicant proposes to recons x d expan the entire
docking facility which would include a 212' by 6' fixed pier. Approximately 10' from the terminus of the pier along the
southern edge would be a 20' by 20' covered platform. Extending from the terminus of the fixed pier would be a ramp
leading to a "U-shaped" floating platform. The main spine would run parallel to the channel and measure approximately
36' by 8'. Extending landward from the western edge of each end of the main spine would be two additional floats. The
float on the northern end would measure approximately 32' by 8' and the float along the southern end would measure
approximately 12' by 8'. Along southern edge of the floating dock measuring 12' by 8' would be a boat lift measuring
approximately 16' by 16'. The configuration would provide docking space for up to four (4) vessels at this location within
water depths of approximately -4' at NLW. The docking facility would extend approximately 130' into a waterbody which
measures approximately 598' across and would meet the X width distance and the established pierhead line (see Page 2
of 5).

Dave Rizzo c/o Tongue and Groove LLC
Page 3
The applicant proposes to construct approximately 100' of new vinyl bulkhead. As proposed, the new bulkhead would
be aligned landward of 404 and Coastal Wetlands. The proposed bulkhead alignment would be approximately 50 feet
landward of the adjacent property's bulkhead to the south. The limits of disturbance would be located approximately
20 feet landward of the proposed new bulkhead alignment for the tie back system, however, there will be additional
disturbance for the addition of fill material, which will be located immediately landward of the bulkhead to
approximately 40' landward of the new bulkhead.
The applicant proposes to construct a new single-family residence approximately 80' in length by 50' in width, a pervious
paver driveway, a detached garage, covered porches, an open terrace, a swimming pool area, and a 12' by 12' storage
shed approximately SO'landward of NHW. The application states that the two-story home would be located in flood zone
X and that the wastewater would be treated by a septic system. According to the application package, approximately
9,745 ftZ (24.2%) of impervious surface would cover the property, all of which would be located within the 575' Coastal
Shoreline/ORW Area of Environmental Concern (AEC). All proposed upland development would be located landward of
the Coastal Shoreline 30' Buffer (See Page 3 of 5).
10. ANTICIPATED IMPACTS
The docking facility structures would incorporate approximately 2,568 ftZ of Estuarine Waters and Public Trust Area, and
would shade approximately 60 ft2 of Coastal Wetlands. The proposed docking facility structures would extend
approximately 130' into a waterbody which measures approximately 598' across and would meet the established pierhead
line and conform to the Y, width distance rule and the federal channel setback. The proposed docking facility would
accommodate up to four (4) vessels in water depths of approximately 4 at NLW. Based on the application, the proposed
docking facility would not encroach into either adjacent 15' riparian corridor setback area. Minor increases in turbidity
should be expected during construction.
The proposed new bulkhead construction with associated backfill and tie back/anchor system would result in the
disturbance of approximately 2,000 ftZ of high ground in the Coastal Shorelines/ORW AEC. The proposed upland
development for the single-family residence and associated structures would disturb approximately 40,231 ftZ of
highground, of which approximately 24.2%would be covered by built upon area within the 575' Coastal Shoreline/ORW
AEC. No structure would encroach into the 30' Coastal Shoreline buffer.
Submitted by: Courtney Spears Date: December 4, 2017 Office: Wilmington
RECEIVED
DEC 12 W7
pC�_ VIH® CITY

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FIGURE 1
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RFiS, PLLC
oils Engineering
EAGLE LANE
WILMINGTON, NORTH CAROLINA
PROJECT NO.
DATE:
SKETCH:
11/7117
DLW
761 Stoop Pointe Lane
Kure Beach, North Carolina 28449
Osrw:910-470-7450
and
1527-17
_
Testing Services
REVIEW:
SDK --

Coastal Management
ENVIRONMENTAL QUALITY
December 4, 2017
Tongue and Groove LLC
c/o Mark Batson
6331 Oleander Drive
Wilmington, NC 28403
Dear Mr. Batson:
ROY COOPER
Gwemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Doveror
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent
for Dave Rizzo, for State approval for development of the subject property located at 8516 Bald Eagle
Lane, adjacent to Middle Sound and AIWW, Wilmington, New Hanover County. It was received as
complete on November 27, 2017 and appears to be adequate for processing at this time. The projected
deadline for making a decision is February 10, 2018. 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 November 27, 2017, 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-119(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.
Si cr ely
one
Spe
Feld Represe tative
cc: Heather Coats, DCM
Doug Huggett, MHC
Christine Bouffard, LPO
Liz Hair, COE
Chad Coburn, DWR
Dave Rizzo, Applicant
RECEIVE®
DEC 12 ppj/
DCM- MHC CITY
State of North Carolina I Environmental Quality I Coastal Management
121 Cardinal Drive Ext., Witmington, NC 28405
910-796-7215

NoTW
W cm)
� U
LAMA PERMIT
APPLIED FOR
__To reconfigure and expand an existing private
con
COMMENTSHanover County
- , THROUGH
APPLICANT:
Dave Rizzo
1013 Shagbark Court
Chapel Hill, NC 27517
Agent: Mark Batson [phone]
on
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Extension
Wilmington, NC 28405
Courtney Spears, Field Representative
910-796-7423

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: David Rizzo
Mailing Address: 1013 Shagbark Ct.
Chapel Hill, NC 27517
Phone Number: 919-593-1256
Email Address:
rizzodavid [e-mail]
I certify that I have authorized Tongue 8 Groove LLC
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: new bulkhead, pier, gazebo, floating docks
and boat lifts (2), new residence, pool, fill dirt and grading
at my property located at 8516 Bald Eagle Lane, Wilmington NC 28411
in New Hanover County.
1 furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature:
Email: [e-mail]
Signature
David Rizzo
Print or Type Name
Property Owner
Title
10 1 07 1 2017
Date
This certification is valid through 10 1 07 1 2018
RECEIVED
DEC 12 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
Nov 17 2017

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Dave Rizzo I
(Nam@ of Property Owner)
orooertv located at 8516 Bald Eagle Lane, Wilmington NC 2S411
(Address, Lot, Block, Road, etc.)
on ICWW in Wilmington, New Hanover County N.C.
(Waterbody) (CItylTown and/or County)
The applicant has described to me, as shown below, the development proposed at the above
lion.
I have no objection to this proposal.
I have objections to this proposal.
RECEIVED
FEB 0 7 2018
DCM- MHD CITY
E U
DU.1 WILMINGTON, NC
FE9 �J 12018
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived 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.
�i I do not wish to waive the 15' setback requirement.
ro.....+.. n... . t s ... «, 'Adjacent Property Owner Information)
Signature: P1 QW.
DAVm PF o I0d 7, 2017, �1
Email: [e-mail]
Dave Rizzo
Print or Type Name
1013 Shagbark Ct
Mailing Address
Chapel Hill, NC 27517
City/statelzip
919-593-1256 / [e-mail]
Telephone Number/email address
10/6/17
Date
'Valid for one calendar year after signature*

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
JL I
I hereby certify that I own property adjacent to Dave Rizzo I
(Nam@ of Property Owner)
property located at 8516 Bald Eagle Lane, Wilmington NC 28411
(Address, Lot, Block, Road, etc.)
on ICWW in Wilmington, New Hanover County N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
12.—
I have no objection to this proposal.
I have objections to this proposal.
0
i';>"C 'VED
DUJ WILMINGTON, NC
FEB a 12018
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived 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.
c I do not wish to waive the 15' setback requirement.
re....... , nC..1.�..n. is...... ,•:...� 'Adjacent Property Owner information)
signature: owdw—.2oin
Email: [e-mail]
Dave Rizzo
Print or T e Name
1013 99agbark Ct
Mailing Address
Chapel Hill, NC 27517
City/statelzip
919-593-1256 / [e-mail]
Telephone Number/email address
10/6/17
Date
*Valid for one calendar year after signature"

Coats, Heather
From: Spears, Courtney
Sent: Wednesday, January 24, 2018 12:23 PM
To: Maggie Love Pinson; Coats, Heather
Subject: RE: [External] 8516 Bald Eagle Lane - Jeffery Thomas
Hey Maggie,
Unfortunately New Hanover County does not list the mailing address on the screen with the parcel info. If you look near
the bottom of the page you attached it says New Bern, but doesn't give the full address. You sometimes have to
navigate to the tax website to get that information. It looks as though their mailing address is as listed below in the
screen grab I took from the website. When I used the tracking number on USPS it appears the packet was delivered to
the address on Bald Eagle Lane on 11/10/17. Did you ever receive a green card with their signature on it?
Courtney Spears
Field Representative
Division of Coastal Management

11241� ,5 New Hanover County
PARID:R03805-006-007-000
THOMAS JEFFERYR SUSAN M 8512 BALD EAGLE LN
Parcel
Alt ID
327020.80,4124.000 -
Address
8512 BALD EAGLE LN
Unit
City
WILMINGTON
Zip Code
Neighborhood
F9S01
Class IRES-Residential
Land Use Code
10-1 Fam Res
Living Units
1
Acres
.97
Zoning
R-20S-RESIDENTIAL DISTRICT
I'-egal
Legal Description
Tax District
Owners (On Januarylst)
B 28 PORTERS NECK HARNETT
FD
Owner
THOMAS JEFFERY R SUSAN M
City
NEW BERN
State
NC
Country
Zip
28562
THE DATA IS FROM 2017
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ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to
property located at
8516 Bald Eagle Lane,
Dave Rizzo
(Name of Property Owner)
NC 28411
's
(Address, Lot, Block, Road, etc.)
on ICWW in Wilmington, New Hanover County N.C.
(Waterbody) (City/Town and/or County)
The applicant as described to me, as shown below, the development proposed at the above
locati
I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(individual proposing development must rill In descrlptlon below or Mach a sltee drawing)
RECEIVED
DEC 12 2017
WAIVER SECTION DIM, lift, I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouseoDr g lTY
must be set back a minimum distance of 15' from my area of riparian access unless waived 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.
I do not wish to waive the 15' setback requirement.
Signature: �t7
Email: [e-mail]
Dave Rizzo
Print or T e Name
1013 Sgagbark Ct
Mailing Address
Chapel Hill, NC 27517
City/state/zip
919-593-1256 / [e-mail]
Telephone Number / email address
10/6/17
Date
tAdjacery p rty Owner Information)
,ign(
r� � D�gtA
Pih'0-0 UJl
MG z84 n
Telephone Nu^jber/qmail address
t� 1 Z(p 12b j� RECEIVED
Date* C-ivrWILMINGTON, NC
`Valid for one calendar year after signature'
(Revised .jiixd'.' 26142011

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Wilmington, NC 28411
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RECEIVED
DEC 12 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
NOV 17 2017

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❑ Return Receipt (electronic) $
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Adult Signature Restricted Delivery $
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treet and Apt. No., or PO Box No.
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CiState P44 .......... ........ .................................................
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BK: RB 6098
PG: 2379 - 2381
NC FEE $26.00
2Ot7D3SO99
RECORDED
NEW HANOVER COUNTY,
10r3012017
REAL ESTATE
TAMMY THEUSCH BEASLEY
11:36:11 AM
EXTX $2820.00
REGISTER OF DEEDS
BY ANGELA ENGLISH
DEPUTY ELECTRONICALLY RECORDED
NORTH CAROLINA GENERAL WARRANTY DEED
s
Excise Tax: $2,820.00
Parcel Identifier No. R03805-006-00
Property Address: 8516 Bald Eagle Lane. Wilmington. NC 29411
Prepared By: Colby & Mincey, PLLC
Return to: 1001 Military Cutoff Rd., Suite 204
Wilmington, NC 28405
Brief Description for the Index: Lot 29, Sec B, Porter's Neck Plantation
THIS DEED made this 191, day of October, 2017, by and between
UKAN 1 UK
Barbara B. Holderfield
Mailing Address: 6653 Tidewater Lane
Wilmington, NC 28403
David Paul Rizzo, Trustee of
The David Paul Rizzo Revocable Trust
Dated July 16, 2014 and any amendments thereto
Mailing Address: 1013 Shagbark Court
Chapel Hill, NC 27517
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
�+simple,
�/all that
cetttin lot or parcel of land situated in New Hanover County, North Carolina and more PazaEICyEI V he
follows: R
SEE ATTACHED EXHIBIT "A" DEC 12 Z017
DCM- MHD CITY
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2856 page 312.
A map showing the above described property is recorded in Plat Book 5 page 25.
RECEIVED
DCM WILMINGTON, NC
Submitted electronically by "Colby & Mincey, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover County Register
NOV 17 2017
of Deeds.

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever, other than the following exceptions:
Subject to ad valorem taxes; all applicable zoning and land use ordinances, statutes and regulations; and
to the provisions of all applicable restrictive covenants and utility easements of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
By:
Title:
By:
Title:
By:
Title:
(Entity Name)
,,,, Al�� • i��ll lay •
a !
:i
� 1 r
(SEAL)
IZ 'Barbara $. ldBrS d �
w This property is is not_ my primary residence
.'7
(SEAL)
a
C This property is _ is not my primary residence
U
(SEAL)
V]
rA
(SEAL)
State of LJ (—
I certify that the following person(s) personally appeared before me this day, each
EM13D
owledging to me that he or she voluntarily signed the foregoing document for the
use stated therein and in the capacity indicated Barbara B. Holderfield
�ated %0 10 Z
My commission expires: t L2. Printed Name: )ti tMlH S!�, Notary Public
SEAL ST_ NIP
County
State of
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated:
Dated --
My commission expires: Printed Name: Notary Public
The foregoing Certificates) of is/are certified
to be correct This instrument and this certificate are duly registered at the date and time and in the Book and Page
shown on the first page hereof.
Register of Deeds for County
By: RECDeputy/ Eegr E DDeeds
DEC 12 2017
RECEIVED
DCM WILMINGTON, NC
DCM- MHD CITY
NOV 1 ? 2017

EXHIBIT.A
That real estate located is the County of NEW HANOVBR, State of
NORTH CAROLrNA, more particularly described as follows:
All of Lot 29 in Porter's Neck Plantation Subdivision,
Section B, as the same is shown on map recorded in Map
Book 5 at Page 23 in the New Hanover County Registry, and
being the same lands described in the deed recorded in
Book 2859 at Page 312 in said Registry. Together with any
lands lying between the eastern lot line and the western
right Of way of the Intracoastal Waterway and the north
and south lot lines, as extended eastwardly (without
warranty)_
RECEIVED
DEC 12 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
NOV 1 ? 2017

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A. Settlement Statement (HUD-1)
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- DEC_12 DCM WILMINGTON, NC
DCM- MHD CITY NOV 17 20171

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RECEIVED
DEC 12 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
Nov 17 2017

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PALLET OVERVIEW
The Villagio paver allows for gentle curves
and winding pathways, eliminating the
need for cuts.
NOTES
* Colors only available in half -pallets
See 48 to 51 for more technical
information.and page 87 to 93
when used as a permeable pavement
application.
a .r •r s- r. -.
oogo
i.
�
�iiR� �l� i • on;;
frr•� 4r�r Via' mm.0.11
0.1
E
8 smdlei sh lil my
Villagio
DESCRIPTION: Paver TEXTURE: Beveled
Specifications per pallet Imperial
Metric
Cubing FULL PALLET 117 ft'
10.88 ma
-HALF-PALLET 53.18 ft2
4.94 m2
Weight FULL PALLET 3 029 lbs
1374 kg
*HALF -PALLET 1354 Ibs
614 kg
Number of rows FULLPALLET 11
*HALF -PALLET 5
Coverage per row 10.64 ftz
0.99 m2
Linear coverage per row 24.94 lin. ft
7.61 lin.m
Void space 8.0 %
Joint Depth 3/8"to 9h6'
9 to 15 mm
Unit dimensions in
mm Units/pallet
Height 23/a
60 77units
Depth 51/6
VP
130
Length 51/e
130
Height 23/e
Depth 51/e
77units
133 0
Length 65/16
160
Height 23/a
Depth 51/a
60 154 units
130
Length 7 SAG
185$5
Height 23/a 60 154 units
Depth 51/e
Length $ 7/u 215 215
RECEIVED
DEC 12 2017
DCM- MHD CITY
nigm dp dwmplain grey hared Odd cheslnutbrovm mysbhck* dwcolate brown"
RECEIVED
DCM WILMINGTON, NC
m
NOV 17 2017,

Tongue & Groove, LLC
RFTS Project No. 1627-17
Infiltration Testing
November 7, 2017
Page Two
Infiltration testing was performed using a model 2800 Guelph Permeameter which is a
constant -head device which operates on the Marione siphon principle and is referenced in
ASTM D-5126. The permeameter is used to determine field saturated hydraulic
conductivity in centimeters per second for soil at a specified depth. This testing involves
advancing a borehole to the desired infiltration depth and introducing water at a constant
head to determine the steady state flow rate from which the hydraulic conductivity can be
calculated.
Our testing was performed approximately 15 inches below the existing ground surface.
The results of our permeameter testing are presented in Table 2.
RECOMMENDATIONS
Based on the results of our field testing and soil classifications at the test location, we
offer the following recommendations for stormwater infiltration design:
At the test location INF-1 it is our opinion that in order to achieve the steady state flow
rate obtained during our testing; the areas of infiltration galleries or other infiltration
structures should introduce stormwater at approximately 15 inches below the existing
ground surface elevation. For purposes of sizing the structures we recommend an
ultimate application rate of 1.9 inches per hour. These recommendations should be
reviewed by appropriate regulatory authorities before finalizing the details of any civil
design.
CLOSURE
Please find attached our field data and a sketch showing the approximate test locations.
If you have any questions after reviewing this letter, please do not hesitate to contact us at
your convenience.
RECEIVED
Sincerely,
DEC 12 2017
RFTS,PLLC
David L. Winstead
Field Operations Manager
DLW:SDKldlw
Anwhmem
DCM- % HD CITY
Steven D. K ly, P Z�,oR�F Ro��.,
Senior Engin a�° C6,
NC Registration No.,1763aFAL
0i 17638
F
s, GrweEP•; ' ED
L, �LC1�NIIwNGTON, NC
Nov 17 2017

Table 1
Munsell Soil Classifications
8516 Bald Eagle Lane
Wilmington, North Carolina
RFTS Project No. 1627-17
Loc
Soil Description
Hue
Value
Chroma
Depth
(in.)
Comments
1
Topsoil
-
-
-
0-9
Dark Yellowish Brown fine
SAND
10YR
4
4
9-23
Brownish Yellow fine SAND
1OYR
6
6
23-28
Very Pale Brown fine SAND
1OYR
7
4
28-39
Strong Brown fine SAND
some Clay
7.5YR
5
6
39-47
Strong Brown fine SAND
7.SYR
5
6
47-59
Yellowish Brown fine SAND
10YR
5
8
1 59-68
Dark Yellowish Brown fine
SAND
10YR
5
6
68-84
SHWT>84"
RECEIVED
DEC 12 2017
ACM- MHO C17-Y
RECEIVED
DCM WILMINGTON, NC
f\!OV r 2017

Table 2
Guelph Permeameter Test Results
8516 Bald Eagle Lane
Wilmington, North Carolina
RFTS Project No. 1627-17
Location
I
Depth in.
15
Hi (cm)
5
R1 cm/min)
3.0
Ris (cm/sec)
0.05
Hz cm
10
Rz cm/min)
4.5
Res (cm/sec)
0.075
Kf� (cm/sec)
1.32x10-
Kr, in/hr)
1.9
Definition of Terms
R1,2 — Established 3 or more constant rate of water level change (cm/min)
Rls, 2s — Calculated steady state flow rates (cm/sec)
Hi,2 — Maintained Head of H2O (cm)
Ka — Calculated field saturated hydraulic conductivity (cm/sec)
Depth — Depth of well hole (in.)
Location — Test location identification number
Note: Diameter of well is 3.0 cm.
RECEIVED
DEC 12 2017
DCM- MHD CITY
�,tcEIVED
DCM WILMINGTON, NC
NOV 17 2017,

Coastal Management
ENVIRONMENTAL QUALITY
December 5, 2017
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice for: Dave Rizzo / New Hanover County
ROY COOPER
Gommor
MICHAEL REGAN
secretary
BRAXTON DAVIS
Dmaor
Kyle, Heather, Adam: Please publish the attached Notice in the Friday, December 8, 2017 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 Shaun Simpson 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 Tanya Wright, (Ref acct # 796-7215).
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.
cc:
Sincerely, .
Shaun K. Simpson
Permitting Support & Customer Assistance
Heather Coats - WiRO
MHC Files
Tyler Crumbley - USACE
Sarah Young- DCM
RECEIVED
DEC 12 2017
DCM- MHD CITY
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Driw Ext., Wilmington, NC 28405
910-796-7215

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 CAMA: On November 27, 2017, Dave
Rizzo proposed to reconfigure and expand an existing docking facility, and to construct a
single-family dwelling, pool, and bulkhead at 8516 Bald Eagle Lm, adjacent to Middle Sound,
in Wilmington, New Hanover County. A copy of the application can be examined or copied at
the office of Courtney Spears, N.C. Dept. of Environmental Quality, Division of Coastal
Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, [phone] 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 December 29, 2017 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.
RECEIVED
DEC 12 2017
DCM- MHD CITY
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 29405
910-796-7215

NH 10
K� Ztb
cl-e (t #
MAJOR PERMIT FEE SCHEDULE 100,31
Development Type
Fee
DCM %
DWR
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that
7
does not involve the filling or excavation of
any wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that
does not involve the filling or excavation of
100%
$400
0%
$0
any wetlands or open water areas:
$400
111. 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,
r D below applies:
III(A). Private, non-commercial development,
f General Water Quality Certification No. 4097
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 4097
See attached can be applied:
$400
100%
$400
0%
$0
1II(C). If General Water Quality Certification
No. 4097 (see attached) could be applied, but
DCM staff determined that additional review and
written DWR concurrence is needed because of
concerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
I11(D). If General Water Quality Certification
No. 4097 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
xcavation of more than one acre of wetlands
nd/or open water areas:
$475
60%
$285)
40%
$190

Date
Date
Check From
Name of
Vendor
Check
Check
Permit Number
NOTES
Received
Deposit
(Name)
Permit Holder
Number
amount
ed
11/21/2017
Tongue &
Dave Rizzo
SunTrust
10059
$250.00
major fee, 8516 Bald
CS rct.
Groove LLC
Eagle Ln., Wilm NHC
5120D
NO s lit
w
U
N
W
U
1
O
1
0

2
ILL
CENTERLINE OF THE CHANNEL
- -- -EDGE OF CHANNEL
CHANNEL SETBACK LINE
DO m MIDDLE SOUND
3 (ATLANTIC INTRACOASTAL WATERWAY)
A
N
a N
d B
m
DO
C-)
M�
n F
W
N
N
O
V
GRASS LINE
;ROM AERIAL
ZONE VE (16) HIGH WATER LINE A
ZONE VE (17) (SEE NOTE AS) 1.M 30' CAMA
BUFFER
L2 A,3
Li
L22 �m ]
COASTAL MARSH L15
Lib 4.38 113-
'404" WETLANDS LAS 1
L12 4.26 519 -
G 5 G
WOODEN BULKHEA06 G G 7.04 �.1
0
SCREENED 13 5.53.
STRUCTURE 14At.
G 15 7
ZDNENE01) 18.01 900 10
..2 1A41 G
Ey- 21.08
C SET
21.00
C be9
G
C
21.22
C7.7'21.82
G 34
69021.63 ® '
G 22.95 24:39
t A 2 O G G D
U22.7423.36
G
ry RESIDENCE
22.21
#8516 25,35
G
FF
22.63
GUY
GUY
23,13
I
G
24 32
1] 69
5T 2432
_23.i6.
99e
ST
24.12
G GR
e
.Tt
23,74
NIF THOMAS - LOT 30 BE
DEED BOOK 6482 PAGE 2877
"404" WETLANDS LINE TABLE
LINE
LENGTH
BEARING
42.02
523'27'32'VM
16.69
S34-21.36-W
R
42.05
S2993'32W
55.91
S58°3O'OPE
1932
1 S56=30-00-E
COASTAL MARSH LINE TABLE
LINE
LENGTH
BEARING
L12
8.01
S56-30.00"E
L13
5.35
S58°30100"E
L14
22.44
830°59'14"W
L15
35.71
S30-58-31"W
L16
14.51
S17-18.01"E
L17
33.44
S45°20'02'"W
23.80
Be
23.4
GR
W
SG
22.00
SIB
22.23
OR
22.23
SB
21.62
EP
20.70
DW
MAN
DW
19.72
DW
GRAVEL 24,0,1- - \I2441
DRIVE OR OR
e .37
G
m 22.45
OR
i0 a 2243
G
OR
e 21.8
G e 19A1
G It
OR
20.01 G''° V P G-' 2 1157 A
e ^
1695
wM
"3800"E 100.00'
1B.4e AM4
ow . �BA
i
OW Ep 2 ED D
az7ea@,1>L
G G
OW EP EP EP OW
BALD EAGLE LANE
60' PUBLIC RIVE
I, PATRICK C. BRISTOW. CERTIFY THAT THIS PROPERTY WAS SURVEYED AND NO DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT, RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS I'.fO.WM: THAT WE BOUNDARIES NOT SURVEYED ME SHOWN BY BROKEN LINES ROTTED FROM
INFORMATION REFERENCED) THAT THIS PLATWM PREPARED IN ACCORDANCE MTH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROUNA' (21 KIM M.ISM)I VOIDNESS MY ORIGINAL SIGNATURE,
LIOENSURE NUMBERANO SEALTHIS 31 T DAYOF OCTOBER A.D. 2017
EXISTING
PATRICK C. BRISTOW
N.C. PLR IAL L4149
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY PATRICK C, BRISTOW, FILE,
(L. 4148), ON SEPTEMBER 15, 2017. THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT.
RIGHT OF WAY.
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
Li
12.48
S26-OT58"W
L2
15.01
S26°2859-W
L3
12.94
S11°22'31"W
L4
18.76
SO4"38'43"W
L5
15.29
S02°28'06'E
US
17.99
S33°31'24"E
L7
10.64
S81°43'46'E
LB
6.20
S09-49'351.
L9
1D.34
846°58'36"W
00
13.49
577°28'1T'W
L11
3.91
S36°00'48"W
NEIGHBOR'S
WOODEN BULKHEAD
1.52
G
ZONE VE (17)
ZONE VE (11
17.75 ZONE X
FOUND
_ 24.30
G
25.56
G
25.66
FG
HOUSE 8 PATIO
4.773 SO, FT.
SHED
263 SO. FT.
GRAVEL
3.859 SO. FT.
PAVEMENT
494 SO. FT.
CONCRETE SLAB
79 SO, FT,
TOTAL IMPERVIOUS
9,468 SO, FT.
LOT
40,231 SO. FT.
23.5%IMPERVIOUS
Alt
SHELLBANK
RD.
LOCATION MAP
NOT TO SCALE
SURVEY REFERENCE
DEED BOOK M17 PAGE 928
25.63
NOTES
GF
1. THIS LOT 15 SUBJECT TO ALL UTILITY EASEMENTS,
RESTRICTIONS. OR COVENANTS OF RECORD
2. LOT OWNERSHIP INFORMATION FROM NEW HANOVER
COUNTY ONLINE TAX RECORD SEARCH
3. THIS LOT IS LOCATED IN ZONES X 8 VE
(ELEVATIONS 14,16 8 17) AS PER MAP 3 3720327000 - K.
24.61
DATED'. FEBRUARY 16, 2007.
G F
MAP # 3720327000 - K, DATED: FEBRUARY 16, 2007.
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
U.S. SURVEY FEET.
S. ALL ELEVATIONS SHOWN HEREON ARE MEAN SEA LEVEL, NANO 1988.
6. SITE BENCHMARK IS NAIL IN ROAD AS SHOWN.
54'
7. AREA BY COORDINATE METHOD.
24,81
GR
8. FLOOD ZONE BOUNDARIES FROM NEW HANOVER COUNTY ONLINE
G.I.S., AND THE FIRM PANEL RERERENCED HERE ON.
24 66
GR
9. NORMAL HIGH WATER DELINEATED BY NEC LOCAL CAMA AGENT.
THIS ENTIRE LOT FALLS UNDER 575 FOOT AREA OF ENVIRONMENTAL
2419
'GR NIF THOMAS - LOT 28
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
DEED BOOK 5472 PAGE 2949
ISSUANCE OF ANY CONSTRUCTION PERMITS.
10. TREES ARE TYPE INDICATED WITH S1ZE IN DIAMETER INCHES AT
BREAST HEIGHT.
3RAVEL
11. CONTOURS IN HOUSE FOOTPRINT ARE TO BE CONSIDERED
DRIVE
APPROXIMATE.
12. '404' WETLANDS DELINEATED By SOUTHERN ENVIRONMENTAL GROUP
22.73
GR
LEGEND
THIS MAP AND FIELD SURVEY WERE MADE
0 = IRON PIPE ITS NOTED)
FOR THE EXCLUSIVE USE OF THE PERSON.
® =SET IRON PIPE
PERSONS, OR ENTITY NAMED IN THE
A =NAIL
CERTIFICATION HEREON AND MAY BE USED
D =MONUMENT
BY SAME FOR ANY PURPOSE REQUIRED
-CENTERLINE
IN FURTHERANCE OF THEIR ITS) NEEDS AS
19.13
=BENCHMARK
AS REGARDS TITLE, PERMITTING OR
GR=POWER
POLE
INSURANCE REQUIREMENTS OF ANY PUBLIC,
9 • FLAGPOLE
PRIVATE OR GOVERNMENTAL AGENCY.
11- PILING
= TREES (AS NOTED)
1763
® = TELEPHONE PEDESTAL
DW
® • WATERMETER
CAN = DOGWOOD
LEY CYP a LEYLANCYPRESS
DW OR
JM . JAPANESE MAPIF
EXISTING
HIM. HICKORY
- 14.33
LO - LNE OAK
ow
1s4e
SITE BENCHMARK
NAIL AT EP
ELEV =14.76'
NAVD 1988
IT

El
I, PATRICK C. BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH "THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA" (21 NCAC 56.1604); WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS 15th DAY OF SEPTEMBER A.D. 2017.
PROPOSED
PATRICK C. BRISTOW
N.C. PLS No. L•4148
o
�
m^
v
n
�TT
P
'm
rT
c7
bz m
0
0
z `ri
v
oN
^
V m
9 ELLBMK
IriTE IPLEAF_h
I

El
OF THE CHANNEL
A-i
PO
z
°fa[
mD Z m
n
ao�
0
frl
I, PATRICKC BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYEDMD MAP DRAWN UNDER MY SUPERVISION
DESCRIPAONAS SHOWN ON THE FACE BE THIS PLAT: RATIO OF PRECISION AS CALCULATED BY COMPUTER
ISI'.10.99M:91AT THE BOUNDARIES NOT SURVEYED ME SHOWN BY BROKEN LINES PLOTTEDFROM
INFORMATION REFERENCED: THAT THIS RAT WAS PREPARED IN ACCORDANCE NTH 'THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CMOLINR 01 NCAC MAMI WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS FRI DAYOF SEPTEMBER AD. 2017.
PROPOSED
PATRICK C. BRISTOW
N.C. PUS No. L4148
CO
m
Fri
3 MIDDLE SOUND
X (ATLANTIC INTRACOASTAL WATERWAY)
o ivuvv�
v
ORTHWESTERN RIGHT OF WAY. AI9V W_
in
n
D
m
m
II
O
9 G
-H y
Z
m a
n
9' 8 "z
A R 5 m
^ � I'rl C
A
0
A
€� 0�
A 2^ AA
qqyy O
�3 nDO
On
�On
O
m
0
k I'
d /`a
z fo
nLL0 yy
33RM � A�
� W
u,
GRASS LINE
:-RQMAERIAL
ZONE VE (16)
ZONE
IGH WATER LINE
(SEE NOTE #9)
COASTAL MARSH
"404- WETLANDS
NEIGHBOR'S G�
2ODEN BULKHEAD .-- --
,20NBN�.
.�AIEN41
LEGEND
p =IRON PIPE ITS NOTED)
® = SET IRON PIPE
® = NAIL
Cl -MONUMENT
F CENTERLINE
0 = 9ENWMMK
•Q� POKER POLE
9 = FLAG POLE
• - PILING
= TREES (AS NOTED)
® = TELEPHONE PEDESTAL
® = WATER METER
OW = DOGWOOD
LEYCYP. LEYLAND CYPRESS
JM a JAPANESEMMLE
HICK- HICKORY
LO a LIVE OM
HOUSE & PATIO 7,634 SO, FT.
SHED 196 SO. FT.
PERVIOUS DRIVE / WALK 6,i34SQ. FT.
W/100%CREDIT OSO-FT.
POOLAREA 1,915 SO. FT.
TOTAL IMPERVIOUS SOFT. 9.745 SO. FT.
LOT 40,231 SO. FT.
ZONE: R2 = 25%MAX LOT COVERAGE
40,2111gft.11Gt slz. (�2�%=IO0N9$I�fl-1
9,,745 sgfl, 140,231 ggfl. X 100 = 24.2%
�i ' W1 PYM 1
MAE THOMAS - LOT 30
DEED BOOK 5482 PAGE 2877
0
O
i
n
m
Zro
o
o
m
z
n
A
SV
22,23
OR
2223
Be
21.6)
EP
ow 1
20 illl
20.89
DW
EDGE OF CHANNEL-._ _ _ I �y�
FUTCHCREEK RO.
CHANNEL SETBACK
114 LINE
FLOATING DOCK AND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 137'-0'
XB
TOTAL 1,096 SO. FT.
TOTAL USED 1,092 S0. FT.
REMAINING UNUSED 4 SO. FT.
/v
NEIGHBOR'S
30'CAMA
WOODEN BULKHEAD
BUFFER
i
N
7 ZONE VE (17)
° ZONE VE (14)
J.ej ZONE VE (11
II ZONE X
SHELLBANK
TO
LOCATION MAP
NOT TO SCALE
SURVEY REFERENCE
MAP BOOK 5 PAGE 23
DEED BOOK 54" PAGE 925
LINE TABLE
LINE
LENGTH
I BEARING
Li
12.48
526°0W
L2
15.01
S26°28'59W
L3
12.94
S11°22'31'W
L4
18.78
S0W
LS
15.29
SO2°28'OE
LB
17.99
S33°31'24'E
L7
10.54
S81-43'46"E
LB
6.28
S09.49'36W
L9
10.34
S46°58'36"W
L10
13.49
S77-2217'W
L11
3.91
S36°00'46"W
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY PATRICK C, BRISTOW, PLS
(L-4148), ON SEPTEMBER 15, 2017. THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT.
NOTES
1. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS,
y RESTRICTIONS, OR COVENANTS OF RECORD
< 2. LOT OWNERSHIP INFORMATION FROM NEW HANOVER
nI x,
COUNTY ONLINE TAX RECORD SEARCH
3. TH IS LOT IS LOCATED IN ZONE S X B VE
(ELEVATIONS 14, 16 6 17) AS PER MAP 3 3720327000 - K,
DATED: FEBRUARY 16, 2007,
MAP # 3720327000. K, DATED: FEBRUARY 16, 2007.
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
U.S. SURVEY FEET.
5. ALL ELEVATIONS SHOWN HEREON ARE MEAN SEA LEVEL, NAVD 1988,
6. SITE BENCHMARK IS NAIL IN ROAD AS SHOWN.
7. AREA BY COORDINATE METHOD.
- -
S. FLOOD ZONE BOUNDARIES FROM NEW HANOVER COUNTY ONLINE
G.I.S., AND THE FIRM PANEL RERERENCED HERE ON.
9. NORMAL HIGH WATER DELINEATED BY NHC LOCAL CAMAAGENT.
IN
THIS ENTIRE LOT FALLS UNDER A 575 FOOT AREA OF ENVIRONMENTAL
1
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
V I
ISSUANCE OF ANY CONSTRUCTION PERMITS.
10. TREES ARE TYPE INDICATED WITH SIZE IN DIAMETER INCHES AT
BREAST HEIGHT.
IT. CONTOURS IN HOUSE FOOTPRINT ARE TO BE CONSIDERED
APPROXIMATE.
I
22,73
OR 12. '404' WETLANDS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
Y,
THIS MAPAND FIELD SURVEY WERE MADE
FOR THE EXCLUSIVE USE OF THE PERSON,
PERSONS, OR ENTITY NAMED IN THE
t0 CERTIFICATION HEREON AND MAY 9E USED
B SAME FOR ANY PURPOSE
IN FURTHERANCE OF THEIR (ITS)TS) NEEDS NEEDS AS
AS REGARDS TITLE. PERMITTING OR
18.13 INSURANCE REQUIREMENTS OF ANY PUBLIC,
/ OR PRIVATE OR GOVERNMENTAL AGENCY.
°G ,909i
SDW
iw'Wn
GR
NOW/�
- LOT 28
N/F THOBOOK
�W3
__________
IW _o_
DEED BOOK 5472 PAGE 2949
547
.
21
C, 1B25 OWm'R
!
17.01
DW OR
Go.52
16.33
xo -.
Y
15 OAK
ply5 rwlry SDW DW' DW 14. K, SITE BENCHMARK
s °n.2e m 1617 °,54 5/ NAIL AT EP
WDW ELEV=14]8'
1.25 18. 2 I.P.15591.25 14A0� 13.99 NAVD 1988
BALD EAGLE LANE
60' PUBLIC R/W
PROPOSED
SITE PLAN

of
Cross Section
NEW POOL W/
INFINITY
EDGE
TROUGH
NEW
PROPOSED
FILL TO
EXTEND TO
NEW
BULKHEAD
F TOP OF
BULKHEAD
S-0' 404'
9'-4" I WETLANDS
SCALE: 1" = 30'
SCALE: 1"
= 10' (refer to drawing 3 above for full section)
NEW -
_ BULKHEAD _
NEW
PROPOSED
FILLTO
EXTEND TO
NEW
_.
BULKHEAD
TOP OF
22'-0"
BULKHEAD @
6 -0"
'404'
TOP OF
20X20 GAZEBO
9'-4"
WETLANDS
DOCK @ 5-0"
W/ 1' roof overhang
ABOVE NHW
W/W CURB
NEW
BULKHEAp - -
L
---.----_______i hWafar Line o 204`
--------___L� NHW
_______ __________ _ ___
a' rues yo
f B' Min.—> c NLW
Inb•d ---------
FLOATING DOCK AND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 137'-0"
X8
TOTAL 1,096 SQ. FT.
TOTAL USED 1,092 SQ. FT.
REMAINING UNUSED 4 SQ. FT.
4'0' X 1 B'0'
RAMP
__-_ ____ ___ _� __ ___ __
__ - -_ __
MUD BEO .:. .. -
M
Y c r
Enlarged Pier and Dock Cross Section
of SCALE: 1" = 10' (refer to drawing 3 above for full section)
RECEIVED
DEC 12 ZW7
�Irfln- MHO CITY
14i-` VED
t� I WILMINGTON, NC
DEC042017
TONGUE &t GROOVE PATRICK C. BRISTOW
LPNG "
ucewaau,� n SURVEYING, PC Rizzo Residence
l� lrainiem NC
• LEXSVflE x, c�,1 6516lrui Eagle Lane q^=.= F� I$ Page 4 of 5
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Daze a:lvarzon

m
FLOATING '
DOCK
I
i
I
I
1
ZAMP
I
1
I
Isn vl--1
_____ MG Im. 1
I
i
I
I
I
I
I
I
1
I
1
I
L15'V ael
i
LB L9
\J6 L9
L 11
PIER
�� ��
`
o
O
L11
e
v
HIGH WATER LINE
�5
ZONE VE (16) HIGH WATER LINE
6
(SEE NOTE #9)
J
(SEE NOTE #9)
Va
30' CAMA
ZONE VE (17) LA
-
BUFFER
\
30'CAMA
L2 \3
L2 13
BUFFER
0
\
L1
\
L22
\^ L17 1
COASTAL MARSH
L15
L13
xev wN�a-mpaeo
'4.36
N
L18
L19
4.36
L0
404" WETLANDS '"
o 4.52
1co
------4:�6
0
G5'e
4.26 �"O
5.19 Tn G
--
5
8,
G 5
r
7 II mxe"
3 Existing Dock Plan
of SCALE: 1" = 30'
2 Proposed Dock Plan
of SCALE: 1" = 30'
9. NORMAL HIGH WATER DELINEATED BY NHC LOCAL CAMAAGENT.
THIS ENTIRE LOT FALLS UNDER A 575 FOOT AREA OF ENVIRONMENTAL
CONCERN (AEC). ACAMA PERMIT MUST BE OBTAINED PRIOR TO
ISSUANCE OF ANY CONSTRUCTION PERMITS.
FLOATING DOCKAND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 13T-0"
X8
TOTAL 1,096 SQ. FT.
TOTAL USED 1,092 SQ. FT.
REMAINING UNUSED 4 SQ. FT.
I
I
I
I
I
I
15'-0" set—1
back line I
I
I
I
I
I
I
I" 1 Proposed Dock Plan
of SCALE: 1" = 20'
I
I
I
I
I
I
I
I
I
I
�-1 s•-o" set
back line
I
I
I
I
I
I
I
I
I
RECEIVED
DEC 12 2917
DCM- MHD CITY
r;E0.71VED
DCM WILMINGTON, NC
DEC 0 4 2017
TONGUE & GROOVE PATRICK C. BRISTOW
//�J��,, ¢celaxam.c n 9 �= lANO SURVEYING. PC Rizzo Residence
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