99-14 US Life Saving Service LLC

Permit Class Permit Number
NEW 99-14
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and COpy
Coastal Resources Commission
'Vermt"t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to US Life Savine Service LLC c/o Christopher C. Parker PO Box 1612 Wrightsville Beach, NC 28411
Authorizing development in New Hanover County at Banks Channel 1 Auditorium Circle,
Wrightsville Beach as requested in the permittee's application dated 9/12/14 (MP-1 & MP-4) &
8/28/14 (MP 2) including the attached workplan drawings (9) as referenced in Condition No. 1 of this permit.
This permit, issued on Nnvemher S, 201d , 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
be subiect to fines_ imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, all development shall be carried out in accordance with the
attached workplan drawings (9), 1 dated 8/15/14, S1-S4 dated revised 9/15/14 and 4 dated received
in the Wilmington Regional Office 9/18/14.
Dockine Facility
2) Unless specifically altered herein, this permit authorizes the docks, piers, platforms 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 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.
(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. An appeal requires resolution prior to work initiation or
continuance as the case may be.
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, 2017
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 Ziecretary or unNrc ana me
Chairman of the Coastal Resources Commission.
l
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
of

US Life Saving Service LLC c/o Christopher C. Parker Permit #99-14
Page 2 of 3
ADDITIONAL CONDITIONS
3) NCew,whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the 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.
4) No portion of the authorized docking facility shall extend beyond the established pier head line.
5) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor.
6) 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.
7) 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.
8) 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.
9) 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.
10) The authorized gazebo 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.
11) The roof of the gazebo shall not be designed for second story use.
12) No more than 4 boats shall be docked at the authorized docking facility.
Bulkhead
13) The permitted bulkhead shall be constructed in the location as depicted on the attached workplan
drawings.
14) The bulkhead shall be constructed prior to any backfrlling activities.
15) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
16) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

I,
I�
US Life Saving Service LLC c/o Christopher C. Parker Permit #99-14
Page 3 of 3
ADDITIONAL CONDITIONS
17) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
18) All backfill material shall be clean and free of any pollutants except in trace quantities.
Sedimentation and Erosion Control
19) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
20) 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. At a minimum, a silt, fence shall be properly installed
immediately landward of the bulkhead cap immediately following completion of backfilling activities.
General
21) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
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 will be required, upon
'due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
22) No vegetated wetlands or open water areas shall be excavated or filled, even temporarily, without permit
modification.
23) 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.
24) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
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: 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 permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-1026.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2006-00538.
•p '

R
Permit. Class
NEW
Permit Number
99-14
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vermt"t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to US Life Savine Service LLC c/o Christopher C. Parker, PO Box 1612 Wrightsville Beach, NC 28411
Authorizing development in New Hanover County at Banks Channel 1 Auditorium Circle,
Wrightsville Beach as requested in the permittee's application dated 9/12/14 (MP-1 & MP-4) &
8/28/14 (MP 2) including the attached workplan drawings (9) as referenced in Condition No. 1 of this permit.
This permit, issued on November 7. ?01 d , 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
he snhiect to fines_ imnrisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, all development shall be carried out in accordance with the
attached workplan drawings (9), 1 dated 8/15/14, S1-S4 dated revised 9/15/14 and 4 dated received
in the Wilmington Regional Office 9/18/14.
Docking Facility
2) Unless specifically altered herein, this permit authorizes the docks, piers, platforms 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 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.
(See attached sheets for Additional Conditions)
ILUa PPMM muy w opp.,....... -1 -.- I ....... _.
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
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, 2017
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
N....-A 1 , A. ­rtI—Ah, ..f the grcretAm of DF.NR and the
Chairman of the Coastal Resources Commission.
1/-'Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

US Life Saving Service LLC c/o Christopher C. Parker Permit #99-14
Page 2 of 3
ADDITIONAL CONDITIONS
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the 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.
4). No portion of the authorized docking facility shall extend beyond the established pier head line.
5) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor.
6) 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.
7) 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.
8) 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.
9) 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.
10) The authorized gazebo 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.
The roof of the gazebo shall not be designed for second story use.
No more than 4 boats shall be docked at the authorized docking facility.
Bulkhead
The permitted bulkhead shall be constructed in the location as depicted on the attached workplan
drawings.
The bulkhead shall be constructed prior to any backfilling activities.
The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
The bulkhead shall be structurally tight so as to prevent seepage of backfrll materials through the
structure.

US Life Saving Service LLC c/o Christopher C. Parker Permit#99-14
Page 3 of 3
ADDITIONAL CONDITIONS
17) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
18) All backfill material shall be clean and free of any pollutants except in trace quantities.
Sedimentation and Erosion Control
19) In order to protect water quality, runoff from construction shall not visibly increase the amount of
-suspended sediments in adjacent waters.
20) 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. At a minimum, a silt fence shall be properly installed
immediately landward of the bulkhead cap immediately following completion of backfrlling activities.
General
21) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
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 will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense -to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
22) No vegetated wetlands or open water areas shall be excavated or filled, even temporarily, without permit
modification.
23) 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.
24) The permittee and/or his or her contractor shall meet with'a representative of the Division prior to
project initiation.
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: 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 permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 14-1026.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2006-00538.

OCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (If applicable)
U.S. Life Saving Service, Lie
1 Auditorium Circle Wrightsville Beach
Applicant 1: First Name
MI
Last Name
Christopher
C
Parker
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PC Box
City
State
1612
Wrightsville Beach
NC
ZIP
Country
Phone No.
FAX No.
28411
USA
910 - 367 - 8739 ext.
Street Address (if different from above)
City
State
ZIP
N/A
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Parker Construction Group
Agent/ Contractor 1: First Name
MI
Last Name
Christopher
C
Parker
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PC Box
City State
925
Wrightsville Beach WED
Phone No. 2
ZIP
Phone No. 1
SEP Q 81014
28480
910 - 367 - 8739
ext.
- ext.
FAX No.
Contractor #
65883
Street Address (if different from above)
City
State
ZIP
2030 Eastwood Road Suite 10B
Wilmington
NC
28403 -
Email
DCM WILMINGTON, NC
[e-mail]
S E N 1 8 2014
<Form continues on back>
252.808.2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
1 Auditorium Circle
Subdivision Name
City
State
zip
Wrightsville Beach
NC
28480 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
910 - 367 - 8739 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Banks Channel
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Greenville Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ONO
work falls within.
Town of Wrightsville Beach
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.fl.)
95 Linear Feet
10,293sf (0.23 acres)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6' ® NHW or ❑NWL
e.
vegetation on tract
Wild Grasses
f.
Man-made features and uses now on tract
Existing fixed pier, gazebo, and 60' floating dock.
RECEIVED
DCM WILMINGTON, NC
g.
Identify and describe the existing land uses adiacent to the proposed project site. E P 1 8 q��4
L
Single Family Residential Dwelling
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No ❑NA RECENIED
National Register listed or eligible property?
Stir z v
<Form continues on next page> DCM-MHD CITY
m. (i) Are there wetlands on the site? ❑Yes ®No
262-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement. net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private pier and boat slips for single family residential single family dwelling.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Sheet pile steel bulkhead to replace existing timber bulkhead. Prestressed concrete piles for fixed pier & gazebo with wood
decking and handrial system. Excavator and crane will be used to install the steel & concrete piles.
d. List all development activities you propose.
New steel bulkhead to replace existing timber bulkhead. New fixed pier, gazebo, boat lift, and floating dock to replace
existing.
e. Are the proposed activities maintenance of an existing project, new work, or loth? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 500 ®Sq.Ft or ❑Acres
g. Will the proposed project
encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established
use of?
In. Describe location and type of existing and proposed discharges to waters of the state. RECEIVED
N/A
$EP 2 61014
DCM-MHD CITY
i. Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
Lllilw VVILNIINU I UN, NU
<Form continues on back>
6. Additional Information
252.808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement. net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
In addition to this completed application form, (MP-1) the lollowing items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to propedy prepare the required items below
a.
A project narrative.
b.
An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c.
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d.
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e.
The appropriate application fee. Check or money order made payable to DENR.
f.
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Taylor Investment Properties, LLC Phone No. 336-407-9999
Address 3 Auditorium Circle Wrightsville Beach, NC 28480
Name NCDOT Phone No. 910-251-2691
Address Causeway Drive/Banks Channel Bridge
Name Phone No.
Address
g.
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
35-06 str�.{L eerl t 320/2006
WB13-23 Vt rnOV wft T 9202013
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 involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 fad grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge
Date September 12, 2014 Print Name Christopher Parker , RECEWE)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
SEP 2 9 2014
DCM-MHD CITY
CuIv�CEIVED
DCM WILMINGTON, NC
SEP 1 S 2014
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement. net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Finat Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(it) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner. (a) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(i) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water? SEP 2 6 PA
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected? DCM-MHD CITY
RECEIVED
DCM WILMINGTt7N, NC
SEP 1 S 2014
262-808-2808 :: 1.888-4RCOA3T :: www.necoastaimanagement.net revised: 12r26i06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑ This section not applicable
(It development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 95'-0"
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or 1 2'-0"
e. Type of stabilization material:
PZ-22 Steel Sheet Pile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap
Breakwater/Sill Other
i. Source of fill material.
Washed #57 Stone - Martin Marietta Quarry & Clean Sand -
Wilmington Materials.
Width: Z
J. Maximum distance waterward of NHW or 1 3'.0"
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ❑NA
(ii) If yes, slate amount of erosion and source of erosion amount
information.
It. Type of fill material.
Washed #57 Stone & Clean Sand
4. OTHER FILL ACTIVITIES MThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be broueht to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(if) Amount of material to be placed in the water N/A
(III) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
controlled?
Silt Fence and stockpiled upland of construction.
c. (i) Will navigational aids be required as a result of the project?
[]YesDQNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL —[]None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Excavator and Crane.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
III) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
August 28, 2014 DCM lAJJl1 nnjNGTC)1\l, W
Date Chris Parker r r� 4
1 Auditorium Circle Wrightsville Beach Applicant Name
Project Name
SEP 8 6 2014
DCM-MHD CITY
252.808.2808 :: 1.888-4111 :: www.nccoastalmanattemeri t r^. Es' r€' 1:?'26 04+

RECEIVED
DCM WILMINGTON, NC
SEP 1 8 2014
RECEIVED
SEP 2 6 2014
DCM-MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
c. (i) Docks) and/or pier(s)
(ii) Number 1
(iii) Length 59'6"
(iv) Width 6'4"
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 3
(iii) Length 25.0'L x 14.5'W. 12.8'L x 5.0'W.12.8'L x 5.0'W
(iv) Width See above & attached plans.
(v) Floating ❑Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
4
i. Check the proposed type of sling:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
i
k. Typical boat length: 25
in. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of lie pilings?
[I This section not applicable
b. (I) Will the facility be open to the general public?
❑Yes ONO
d. (i) Are Finger Piers included? ❑Yes ONO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 15_-0-0,
(iv) Width 12'4"
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat rants number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout RECEIVED
SEP S 8 2014
DCM-MHD CITY
I. 1 Will the facility be open to the general public?
❑Yes ONO RECEIVED
DCM WILMINGTON, NC
S E P 1 8 2014
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127106

Form DCM MF-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
C. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
f. Describe the special design, 9 applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
RECEIVED
DCM-MHD CITY
I. If this project is an expansion of an existing marina, what types of services are currently provided? RECEIVE C)
DCM WILMINGTON, NC
S E P 1 S 2014
252.808.2808 :: 1.888-4RCOAST :: www.nccoastaimanagemenl.net revised: 12i27106

Form DCM M1P-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ONO
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ONO
o. Is the marinaldocking facility proposed within or adjacent to 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 (gNone
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ONO
If yes, give the name and address of the leasehokfer(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. Ill Is the boathouse structure(s):
❑Commercial ❑Public/Govemmenl ❑Private/Community
(it) Number
(iii) Length
(N) Width
Note: Roofed areas are calculated from dnpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(it) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
S E P 18 2014 RECEIVED
SEP 9 6 "014
DCM-MHD cm
252-808-2808 :: 1-888-4RCOAST :: www.ncconstaimanaaement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15'-1 3/4"
b. Proximity of structure(s) to adjacent docking facilities.
-. Zo
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
�V _6_3„C NLv
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER El This section not applicable
a. Give complete description:
Access pier - 6.0' x 72.0'.
September 12, 2014
Date
1 Auditorium Circle Wrightsville Beach
Project Name
RECEIVED
DCM WILMINGTON, NC
S E P 1 8 2014
RECEIVED
SEP 2 61014
DCM-MHD CITY
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimananement.net revised: 12i27106

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AURA
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 10, 2014
US Life Saving Service, LLC
c/o Christopher C. Parker
P.O. Box 1612
Wrightsville Beach, N.C. 28411
Dear Sir or Madam:
John E. Skvarla, III
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored
form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign
both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and
proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty
(20) days of this decision on your permit. You should also be aware that another qualified party may submit an
objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance requires
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise
concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel
at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Enclosure
Sincerely,
V�
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, NC 28557
Phone: [phone] \ Internet: http://portal.ncdenr.org/web/cm/
An Equal Opportunity %Afirmative Action Employer— Made in part by recycled paper

DCM Coordinator: /7G
Permit #:�
MAILING DISTRIBUTION SHEET
Permitee:
F--I
DCM Field Offices
Elizabeth City �i (with revised work plan drawings)
Morehead City
Washington J 5�
mgton
US ACOE Offices:
Washington: Raleigh Bland
Wilmington: Eyler-(-- m ey
Cultural Resources: Renee Gledhill -Early or ( vironmental.revie @ncdcr. ov)
Public Water Supply: D' e Williams (W ) �_
Jo
NC DOT: q en Pace
Shellfish Sanitation: Patti Fowler / '
State Property: im Walton
Water Resources: az
ohn Hennessy (NC DOT)
Washington: Anthony Scarborough
Wilmington: Jo u' — 401
had Cob r�
Lin a Lewis - Stormwater
Wildlife Resources: Maria Dunn (WARO)
LPO:
Fax Distribution: Pennitee #:
Agent #:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: U.S. Life Saving Service, LLC c/o Christopher Parker
2. LOCATION OF PROJECT SITE: 1 Auditorium Circle Drive, Lot #15, adjacent to Banks Channel, in
Wrightsville Beach, New Hanover County.
Photo Index — 2006: 24-7412, N-16 2000: 24-307, J, K 9-10 1995: 24-288, N 11-12
State Plane Coordinates - X: 2363196 Y: 169414
Latitude: 34011'38.79630"N Longitude: 77048'28.90666"W
3. INVESTIGATION TYPE: CAMA and D&F ROVER FILE # - 0-042409A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 04/24/2014
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received - Completed 9/18/2014
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Conservation (water area) and Developed (upland area)
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned - None
(F) Type of Structures: Existing — Timber bulkhead, pier, covered gazebo, floating dock and
mooring pilings
Planned — New docking facility and bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(Open water
190 sq. ft.
Incorporated
1,574 sq. ft.
(C) Other (Highground)
1,900 sq. ft.
(D) Total Area Disturbed: 3,664 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a new bulkhead and replace an existing
private docking facility within Banks Channel.
Weirvet)
SEP E 6 2014
DCM-MHD CITY

U.S. Life Saving Service, LLC c/o Christopher Parker
Page 2
PROJECT DESCRIPTION:
The project site is located at 1 Auditorium Circle Drive, adjacent to Banks Channel, between the Atlantic
Ocean and Greenville Sound. The site is located within the Town of Wrightsville Beach, in New Hanover
County. To locate the property travel east from Military Cut -Off Road (N.C. Highway 17) approximately 1
mile towards Wrightsville Beach. From the drawbridge, continue heading east on Causeway Drive (N.C.
Highway 76) approximately 1 mile just before the bridge over Banks Channel. Turn right onto Auditorium
Circle Drive and the property will be immediately on the left. The lot is approximately 0.46 acres with
approximately 95' of shoreline frontage currently stabilized by a timber bulkhead, of which is located
approximately 50' along the eastern end of the property and approximately 45' along the northern end of the
property. The lot averages 3'-5'above normal high water (NHW). The property is currently undeveloped and
no vegetation exists on the site. All previous structures on the property (including the former LaQue Center)
were demolished under CAMA Minor Permit #WB05-70, which was issued by the Town of Wrightsville
Beach on 12/02/05. There is currently an existing private docking facility, which was authorized to the
previous property owner under the Express Review Permitting Program (State Permit No. 35-06). The
existing pier (6' x 57') extends from the center of Lot #15, adjacent to the timber bulkhead and spans in an
easterly direction, which terminates into a covered platform (14' x 14'). An access ramp leads onto an
existing floating dock (6' x 60'), which extends in an easterly direction perpendicular to the existing
bulkhead. There are two (2) mooring pilings located on the southern side of the existing floating dock. The
existing docking system provides dockage/storage space for up to four (4) vessels. Water depths in the
vicinity of the floating dock range from approximately —6.0' to —9.0' relative to NLW.
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters of the project site as
Conservation and high ground area as Developed. There are no known archaeological sites located in the
project vicinity. The waters of Banks Channel are classified SB by the Division of Water Resources. They
are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are
CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct a new bulkhead and replace an existing private docking facility within
Banks Channel. Once the existing docking facility is completed removed, the application states a new
steel/concrete bulkhead would be constructed on an average of 2' waterward of the existing timber
bulkhead, aforementioned. The application also states that the proposed bulkhead along the northern end
of the property would be located within the same location as the existing bulkhead due to its location
adjacent to the N.C. DOT right-of-way. The proposed bulkhead would also have an approximately 11'
return towards the highground along the southern property line. A new access pier, measuring
approximately 72' in length by 6' in width would extend from the new bulkhead towards the east into Banks
Channel. The access pier would lead into a new partially covered "L-head" platform, measuring
approximately 34' in length by 17' in width, which would be oriented towards the north. An access ramp
would lead from the new access pier onto a new floating dock, measuring approximately 60' in length by 6'
in width, which would run in the same alignment as the proposed pier. A new boatlift, measuring
approximately 15' in length by 12' in width would be located on the most landward end of northern side of
the floating dock. The two (2) existing mooring pilings located on the southern side of the existing floating
dock would remain. The application states that the existing water depth in the location of the existing and
proposed docking structures would range from approximately —6.0' to —9.0' relative to NLW. The proposed
reconfiguration of the existing docking facility would continue to accommodate up to four (4) slips at this
location (See Sheets DK1, DK2, S1 through S3, S1A and SIB and Project Narrative) afeflvED
10. ANTICIPATED IMPACTS: SFP t 6 2014
The proposed new bulkhead would incorporate approximately 190 sq. ft. of Estuarine Vv"aYA RS Public
Trust Areas and approximately 1,900 sq. ft. of highground for associated tie -back anchor system and
backfill material.

U.S. Life Saving Service, LLC c/o Christopher Parker
Page 3
The docking facility replacement would incorporate 1,346 sq. ft. of Estuarine Waters and Public Trust Areas,
however much of this area is currently usurped by the existing docking facility. The proposed structures
would not encroach into the adjacent 15' Riparian Corridor Setback Area requirement. The applicant
submitted Certified Letters to the adjacent riparian property owners, without a Return Receipt Request
(Green Card); However, the applicant obtained a Letter of No Objections from both the adjacent riparian
property owners. Further, the adjacent riparian property owner to the north is the N.C. DOT, which is one of
the review agencies for this permit application. The docking facility would extend approximately 175' into a
waterbody, which measures approximately 700' across. This distance conforms to the 1/4 width rule and the
locally established pier head line. Minor increases in turbidity should be expected during construction.
RECEIVED
SEP 2 6 2014
DCM-MHD CITY
Submitted by: Robb Mairs Date: 09/22/14 Office: Wilmington

''�1111{I�{ilfll{�'IhIII'�il{�i{Ii�ii�IIJP�iii{N{�I{1��{I�
2013033208
'FOR TpMYTTRitON REGISTER OF DEED
NEW MRNOVEURDCODU14a LEY
1013 SEP 12 0157 29 A
BK 5769 PG 11152 FEE $26 00
I9 NI120,43321
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax $1,340 00
This deed was prepared by Kasten E Foyles, Esq , 340 Commerce Ave, 17B, Southern Pines, NC 28387
Mail after recording to NO OPINION ON TITLE REQUESTED OR GIVEN
THIS DEED made this day of September, 2013, by and between
GRANTOR: FIRST TROY SPE, LLC
A North Carolina Limited Liability Company
340 Commerce Ave, Ste 17B, Southern Pines, NC 28387
RECEIVED
And DCM WILMINGTON, NC
GRANTEE: U.S. LIFE SAVING SERVICE, LLC S E P 1 S 2014
A North Carolina Limited Liability Company
PO Box 1612, Wrightsville Beach, NC 28480
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
certain lot or parcel of land situated in New Hanover County, North Carolina and more particularly described as follows
ALL OF LOT 15, OF THE AUDITORIUM TRACT, SHORE ACRES, Wnghtsville Beach, New Hanover
County, North Carolina, as the same are shown on a plat by Lewis L Memtt, dated July 19, 1940, and recorded in Book
290, Page 597, of the New Hanover County Registry, to which plat reference is made for a more particular description
TOGETHER WITH all of Grantor's right, title and interest in and to the dock, pier and boat shp, appurtenant to
the above described property
RECENED Retumed To:
SEp 2 8 2014 * MARSHALL WILLIAMS
& GORHAMa LLP -
DCM-MHD CITY

The property heremabove described was acquired by Grantor in instruments recorded in Book 5727, Page 622,
New Hanover County Registry
All or a portion of the property herein conveyed does not include the primary residence of a Grantor
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 has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or
through Grantor, except for the exceptions hereinafter stated
1. Easements, Rights of Way, Restrictions and Encumbrances of record.
Pursuant to Article VI Sec 6.1 (a) of the Operating Agreement of First Troy SPE, LLC dated November 16,
2009, the management and control of the business and affairs of said LLC is vested in its' Board of Directors, each
member of whom constitutes a manager of the LLC. Pursuant to Article V1 Sec. 6.12 (a), the Board of Directors
may, from time to time, designate and/or employ one or more individuals to be officers of the Company. —the
officers of the Company shall have the authority to pursue the business and purpose of the Company, including
without limitation the authority to (i) acquire and retain for any period of time, any real or personal property, or
interest in such property; (ii) sell, exchange, quitclaim, convert, partition, grant an option on, abandon or
otherwise dispose of all or any part of any real or personal property or any interest in such property;... By
Resolution dated June 26, 2013, the signing officer herein was authorized and empowered to execute instruments on
behalf of the LLC and such power remains in full force and effect as of the date hereof.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed in its company name by its duly
authorized Vice President the day and year first above written
FIRST SPE, LLC
B (SEAL)
EN E. FOYLES, Vice President
NORTH CAROLINA, CHATHAM COUNTY
1, Amy R Armstrong, a Notary Public of the County and State aforesaid do hereby certify that KIRSTEN E.
FOYLES, Vice President, for FIRST TROY SPE, LLC, a North Carolina Limited Liability Company, personally
appeared before me this day and acknowledged the due execution of the foregoing instrument for4turmgr b5tn
expressed being authorized to do so on behalf of the company DCM WILMINGTON, NC
Witness my hand and official stamp or seal, this day of September, 2013 S E P 1 8 2014
My commission expires July 4, 2015
SEAL AMY R. ARMSTRONG O' he
NO" Public, North Carolina
Chatham County
ilhr Cormassion Expires RECEIVED
DCM-MHD CITY

NTY.
10
r
Ey��'?f
\9si;,llfo ��
TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
fltftf1f111f 1f If RlfRRfftiltff ftff Rllf YRffllfifffRf RRRRRff 1lRtRf RfRflRflRR iff iftfttltf tf lRtffflltffff1Rf11111f If 11f1R1f 1f
Filed For Registration: 09/12/2013 01:57:29 PM
Book: RE 5769 Page 160-152
Document No. 2013033208
3 PGS $26 00
NC REAL ESTATE EXCISE TAX: $1,340 00
Recorder JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT. RECEIVED
DCM WILMINGTON. NC
S E P 1 8 2014
*2013033208* R€CFIV@D
1014
2013033208 I)CM- 8DC
DMHCIT!

Ix.
Town of Wrightsville Beach W613-23
Loot Government Porrnii Number
CAMA
MINOR DEVELOPMENT i
-•..
PERMIT
as auttivrizM h1' the Strtc of North Carolina, Department of Environment,
and Nab..ral Rcro roes and the Coastal Resources Commission ter Development
in an area of emdronment contEtn pursuant to Section 113A-119 of the
Getreral Statutes, 'Coastal Area Mdn49eri r
Issued to U.S. Life Saving Service, LLC, autttorizing development in the Estuarine Shoreline (AEC) at t Auditorium
Circle, in Wrightsville Beach, NC, as requested in the permittee's application, dated September 18, 2013 and received
complete September 1 g, 2013. This permit, issued on September 30, 2013, is subject to oompiianc is with ttae application
and site drawing (where consistent with the permitj, A applicable regulations and special conditions and notes set lath
blow. Any violation of these terms may subject permittee to a tine, imprisonment or civil actionor may cause the
permit tD be null and void.
this permit : Spread fill sand across U to Civet grade. remove existing palm trees grid roplace with Live Oaks, Cedars
aind Crepe Myrtles.
(1) All proposed development ark" associated construction must be, done in accordance with the permitted work plat
drawings(s) dated received on September 19, 2013.
(2) Ali construction must ounform to the N.C. Building Code requirements and alf ottior I, ;fate aind Federal regulations,
applicable local ordinances and FEMA Rood Reguiadons.
13) Any change or changes in the plus for development, cormtnrcifion, or land use activiftes will require are valuation and
modifacation of this permit
(4) A copy of this penrid shall be posted or available on site. Contact this office at (91 1 at
� '' '— t.i
compietiort at work. ,
(Additional Permit Cordtions on Page 2) Q
ahis tknrn8 aa3im wy be appealed by the pcena'tree at drier gAiW Oo%L s
wkm hwnty jMf days of Ble mun3 zme'=rarrthe dale cf an a^Wal, any
wmrk t+a rckxr vindsa M permit mast time until the a{aped is molvei. This
pen it n,ts be on tre proim she and ?A'Eysinie 4 nt: paiitll ^slicer wt� *,it
WOO 4 in pecicii tr omplanw. Any marrienance work of prefect
nnd'dtcamn not catered under Mis peara, requre lurftr wrfti, perm(
Arwork msAama:when ibis 1 inilaplesm
DECEMBER 3t. 3016
W issuing ths pen a rf a agreed to drtz 1 is cons it war ft fccaj LAW
'At vlai and A Mica* crdlowj=- I'M permit ray rxt be trardaTred is
anpdnaf pony WMW fnc W bt Koval cf the Diision of Caaa4l
Managerrent
OCM-MHO
u
ERYN K MOLLER
•PERMIT•

Name: U.S. Live Saving Service, LLC
Minor Permit # W613.23
Date: September 30, 2013
Page 2
(6) AD rxrcp wklated material resulting from associated grading and iandsuVing shall be retained on sire by oftectrve
sedimentation and erasion control measures. Prior to any land-destu" activities, a barrier line of flfter dorth must
be inst3flod between the land distuftig acbv* and the adpcOaat marsh Or water areas, until such time as the area
has been uranerfw sta6il'¢ed ri ttr a veoetab" Cover.
(6) Any propose: fur grading within the 30' buffer from the NHW arrest; to prvu rA additional stomrwater
runofftothe adjacent marsh. This area stall beit vhediateTy xyetatzne y s i t, and must remain in a vegetatw
stab.
(7) Prior to any develaprneM sill fence shall be properly installed tretweer, a# pinned land distutainm am Ute
ad)acent marsh w open water areas; the sift fence shalt be properly maincrined throughout the construction period,
Silt fence shalt be installed such hat it is propeo toed -in to the soil.
(8) This penrdt does net authorbe development within any wetlands or open water areas.
RECEIVED
DCM WILMINGTON, NC
SEP 1 S 2014
i wJ. /' ,
SIGhiATURE: - DATE- l` L�i`—
Pmarr E
R€CvVED
SE? 2 61014
DCM MHO CX V

Permit Class
NEW (Express Program)
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
van't
for
X Major Development in an Area of Environmental Concern
pursuantioNCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
35-06
Issued to Scott Marshall, PO Box 656, Wrightsville Beach, NC 28480
Authorizing development in New Hanover County at adj. to the Banks Channel and Greenville
Sound, at 702 Causeway Drive, Lot 15 Wrightsville Beach, as requested in the permittee's application dated
02/10/06 (MP -I& MP-4), including the attached worlmlan drawings (2) sheets 2 and 3 of 3, dated 01/16/06.
This permit, issued on March 20.2006 , 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
x suviect to miss, imprisonment or owit action; or may cause the permit to oe unit ana voia.
Docking Facility
1) This permit authorizes only the 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 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 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.
(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. An appeal requires resolution prior to work initiation or
continuance as the case may be.
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.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
4� ap
Charles S. Jones, Director
ivision of Coastal Management
All work must cease when the permit expires on This permit and its conditi "fftete¢.
RECEIVED
December 31, 2009 DCM WILMINGTON, NC [)C)MVVILM'� ';rN. NC
In issuing this permit, the State of North Carolina agree E P 1 8 2014 aEc"VED $ E P 1 fi ;:
that your project is consistent with the North Carolina Coasta
Management Program. SEP 2 6 YU14 Signature of Permittee

Scott Marshall
._1TiMMMITA rK#517M1
Permit 435-06
Page 2 of 3
3) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor, which is determined by
drawing a line parallel to the channel, or deep water, then drawing a line perpendicular to the channel
line that intersects with the shore at the point where the upland property line meets the water's edge.
4) The pier shall not exceed the established Wrightsville Beach pier head -line.
5) In order to ensure compliance with Conditions 3 and 4 of this permit, an as -built survey shall be
performed on the docking facility, and a copy of the survey provided to the Corp of Engineers and
Division of Coastal Management, within 60 days of completion of construction of these portions of the
project
NOTE: Failure to comply with the survey condition referenced in Condition No. 5 of this permit may
result in the issuance of a Notice of Violation.
6) 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.
7) 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.
8) 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.
9) It is possible that the authorized structures may be damaged by wave wash from passing vessels. The
issuance of this permit does not relieve the permittee from taking all proper steps to ensure the integrity
of the permitted structure and the safety of moored boats. The permittee shall not hold the State of
North Carolina nor the United States liable for any such damage.
10) This permit authorizes a maximum of four (4) boat slips.
11) The authorized covered gazebo 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.
12) The roof of the covered gazebo shall not be designed for second story use.
13) This permit does not authorize the placement of any tie piles in association with the permitted
structure(s). RECEIVED
iVED
DCM WILMINGTON, NC aece
SEP 1 82014 CEP281�14
hAkO CIN

Scott Marshall
ADDITIONAL CONDTIONS
General
Permit 435-06
Page 3 of 3
14) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alterations, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the pemtittee shall be required, upon due
notice from the Corps of Engineers, to remove, relocate,.or alter the structural work or obstructions
caused thereby, without expense to the United States or the State of North Carolina. No claim shall be
made against the United States or the State of North Carolina on account of any such removal or
alteration.
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: 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 permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
:VOTE: The N.C. Division. of Water. Quality has assigned the proposed project DWQ Project No.
060248.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
197800056 (COE Action Id. No. 200600538), which was issued on 3/01/06.
RECENM
RECEIVED SEP E 6 2014
DCM WILMINGTON, NC DCM-MHDCITV
SEP 1 82014 RECEIVED
DCM WILMINGTON, NC
S E P 1 8 2014

BANKS CHANNEL
1 9o- 9O' EBB
go- go.
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WRIGHTSVIU
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LOT 15
---------------I--MLW-O.O
LINE
1J.J] �1J E .IL V E
FEB 13 2W6 N
DIVISION OF
,STAL MANAGEMENT
PIER AND FLOAT PLAN
40 20 0 40
SCALE 1N FEET
SOUNDINGS BASED ON MLW-0.0
100'
AND PROPERTY UNE
AUDITORIUM CIRCLE DR.
91
PROPERTY OF:
D. LOGAN
7 AUDITORIUM CIRCLE DR,
WRIGHTSVILLE BEACH, N.C.
RECENM
SEP 2 8 7014
DCM-MHD CITY
NEW PIER AND FLOAT
FOR: LODUE CENTER
702 CAUSEWAY DRIVE LOT 15
WRIGHTSILLE 6EACH, N.C,
BY, DUNCAN MARINE CONTRACTORS
190E EASTWOOD ROAD, SUITE 319
WILMINGTON, N.C.
DRAWN 8Y: WIIUAM H. WARREN, JR.
JANUARY 16, 2006 SHEET 'LOF S
RECEIVED
DCM WILMINGTON, NC
SEP 1 8 2014

HW-+a.0
UN-0.0
40 20 0 40
SCALE IN FEET
SOUNDINGS BASED ON MLW=0.0
POST
� 2"xB" DECK 711 DECK. EL - +8.0t
--2"xB" STRINGERS
ON 2'-O" CENTERS
2"xIO" (DOUBLE) .
CAM BOLT W/WASKERS
AND SPIKED
_MHW-+a.Ot _ _ _ 6" DIA. TREATED PILE
ON 8'-0" CENTERS
/— BOTTOM VARIES
TYPICAL PIER SECTION
NOT TO SCALE
i
E(c
FEB 1 3 2006 lvED
DIVISION 097
^OASTAI A1An ¢r
PENETRATION
PER BUILDING CODE
NEW PIER AND FLOAT
FOR: LaQUE CENTER
702 CAUSEWAY DRIVE LOT 15
WRIGHTSVILLE BEACH, N.C.
BY; DUNCAN MARINE CONTRACTORS
1908 EASTWOOD ROAD, SUITE 319
WILMINOTON, N.C.
DRAWN BY. WILLIAM H. WARREN, JR.
JANUARY 16, 2006 SHEET 3 OF 3
RECEIVED
DCM WILMINGTON, NC
SEP 1 8 2014

Mairs, Robb L
From: [e-mail]
Sent: Tuesday, July 22, 2014 4:32 PM
To: Christopher Parker, PE
Cc: Mairs, Robb L
Subject: Re: 1 Auditorium Circle Bulkhead Replacement
Mr Mairs,
I have reviewed the attached plans and I have no objections to Chris Parker's repairs and or
replacements of his bulkhead and adjoining pier.
Thank you,
Anderson Taylor
3 Auditorium Circle
Wrightsville Beach
On Jul 22, 2014, at 3:54 PM, "Christopher Parker, PE"<chrisQparkerconstructionarouo.com>
wrote:
Anderson,
Please review attached revised site plan that reflects the existing bulkhead on my
property being replaced. Robb Mairs asked that I email the revision for your review in lieu
of sending out new hard copies. Please confirm if there is any objection to the proposed
bulkhead replacement. Should you have any questions or concerns feel free to give me a call.
Thank you,
Christopher Parker, PE
Parker Construction Group
P.O. Box 925
Wrightsville Beach, NC 28480
Mobile: [phone]
Office: 910.256.4229
<1 Auditorium Dock Riparian Statements.pdf>
RECEIVED
SEP 2 6 2014
DCM-MHD CITY
RECEIVED
DCM WILMINGTON, NC
JUL 2 8 2014
1

Mairs, Robb L
From: Hughes, Benjamin T
Sent: Tuesday, July 22, 2014 4:43 PM
To: Christopher Parker, PE
Cc: Mairs, Robb L; Law, Anthony W, Stephens, Kathy L; Carroll, Trevor K; Provost, Jack W
Subject: RE: 1 Auditorium Circle, Wrightsville Beach
No objection
From: Christopher Parker, PE[mailto:chrisCalparkerconstructionaroup.coml
Sent: Tuesday, July 22, 2014 3:51 PM
To: Hughes, Benjamin T
Cc: Mairs, Robb L; Law, Anthony W; Stephens, Kathy L; Carroll, Trevor K; Provost, Jack W
Subject: Re: 1 Auditorium Circle, Wrightsville Beach
Benjamin,
Please review attached revised plan that reflects the existing bulkhead being replaced. The new bulkhead adjacent to
the NCDOT Property will be installed inside the property line and the existing bulkhead will be removed creating a
greater buffer than what currently exists. Robb asked that I email the revision for your review in lieu of sending out new
hard copies. Please confirm if there is any objection to the proposed bulkhead replacement. Should you have any
questions or concerns feel free to give me a call.
Thank you,
Christopher Parker, PE
Parker Construction Group
P.O. Box 925
Wrightsville Beach, NC 28480
Mobile: [phone]
Office: 910.256.4229
On 6/25/14 9:36 AM, Hughes, Benjamin T wrote:
Mr. Mairs,
As discussed, the Departments District Office and Bridge Maintenance office have reviewed the
attached plans and documentation and have no objection to the proposed project.
Thank you,
Benjamin T. Hughes, PE
Senior Assistant District Engineer
North Carolina Department of Transportation
300 Division Drive, Wilmington, NC 28401
Oflice:[phone]
From: Mairs, Robb L
Sent: Thursday, June 12, 2014 3:42 PM
To: Law, Anthony W
RECEIVED
DCM WILMINGTON, NC
JUL 282014

PPARKERGROUP
STRUCTURES OF DISTINCTION
September 12, 2014
Mr. Robb Mairs
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: 1 Auditorium Circle Wrightsville Beach, NC
CAMA Major Permit Application Narrative
Robb,
We hereby propose to install a new steel bulkhead, fixed pier, gazebo, boat lift, and floating dock on
the property located at 1 Auditorium Circle in Wrightsville Beach, NC. The proposed work is necessary to
replace the existing deteriorating facilities. The new bulkhead along the north property boundary will be
located just outside of the existing bulkhead at the east end of the wall and inside of the existing bulkhead
at the west end of the existing wall to create additional buffer between the adjacent bridge structure. The
new bulkhead along the east property boundary is proposed to be located three feet east of the existing
bulkhead to allow for the existing bulkhead to remain in place to facilitate construction of the new wall.
The average distance waterward of NHW will be two feet. The entire section of the new bulkhead is
proposed to be built two feet above the existing bulkhead elevation and per the enclosed structural
documents. The fixed pier, gazebo, and floating dock are proposed to be constructed of prestressed
concrete piles & traditional wood frame construction per the enclosed architectural and structural
documents. Thank you for taking the time over the past several months to meet with me and review the
site and proposed construction. Should you have any questions or concerns feel free to give me a call.
Very truly yo rs,
Christopher Parker, PE /
Principal
Parker Construction Group
P.O. Box 925
Wrightsville Beach, NC 28480
Mobile: [phone]
Office: 910.256.4229
www.parkerconstructiongroup.com
Cc: Parker Construction Group, LLC — File
RECEIVED
DCM WILMINGTON, NC
S E P 1 8 2014
RECEIVED
SEP 9 6
DCM-MHD CITY

DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARUN PROPERTY OWNER STATEMENT
T
I hereby certify that I own property adjacent to NCDOT s
(Name of Property Owner)
property located at Causeway DriveyBanks Channel Bridge
(Lot, Block, Road, etc.)
on Banks Channel in Wrightsville Beach N.C.
(Waterbody) (Town and/or County)
Applicant's phone #: 910-M7-8739 Mailing Address: PO Box 925
Wrightsville Beach NC 28480
He/She has described tb me as shown below the development he/she is proposing at that location,
and I have no objections to the proposal.
- - --------------------------------
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(Individual proposing development must fill in description below or attach a site drawing)
m
.n
Y
ut
C
G
0
If you have objections to what is being proposed, you must notify the Di o
within 10 days of receipt of this notice. Correspondence should be mail, m
DCM representatives can also be contacted at [phone], ,n
No response is considered the same as no obiWon if you ru
m
rq
(Property Owner Information) N
Signature Sign
US life Saving Service LLC
Print or Type Name
PO Box 1612
Mailing Address
Wrightsville Beach, NC 28480
City / State / Zip
Telephone Number 910-367-8739
Date May 24, 2014
SstRtl9tal;Seiftil
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For MINery IRfornuNon hW[ ow webdte K vrxw.uspa.comffi
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05/241201y
NCDOT Division 3 - Jackson Provost, PE
Print or Type Name
5501 Barbados Blvd
Mailing Address
RECENED
Castle Hayne, NC 28429
City / state / Zip 1014
Telephone Number 910-341-2000 DCM-MHD CITY
Date May 24, 2014 r,
127 Cardinal Drive EA, Wilmington, North Carolina 28405.3845 OCM WILMINGTON, NC
Phone: [phone] FAX: [phone]Internet: www necoastalmanagement.net $E
An Equal opportunity %Affirmative Action Employer - 50% Rerlded 1 to% Post consumer paper P 1 6 2014

DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER STATEmEtiT
I hereby certify that I own property adjacent to NCDOT s
(;`lame of Property Owner)
property located at Causeway Drive/Banks Channel Bridge
(Lot, Block, Road, etc.)
on Banks Channel in Wrightsville Beach N.C.
(Waterbody) (Town and/or County)
Applicant's phone #: [phone] Mailing Address: PO Box 925
Wrightsville Beach, NC 28480
He/She has described tb me as shown below the development he/she is proposing at that location,
and I have no objections to the proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(Individual proposing development must f it in description below or attach a site drawing)
RECEIVED
MAY 2 7 2014
DIVISION 3 OFFICE
See attached Drawing
If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing
within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive Ext. Wilmington, NC
DCM representatives can also be contacted at [phone],
No response is considered the same as no objection if you have been notified by Certified Mail
(Property Owner Information)
Signature
US Life Saving Service, LLC
Print or Type Name
PO Box 1612
Mailing Address
Wrightsville Beach, NC 28480
City / State / Zip
Telephone Number 910-367-8739
Date May 24, 2014
(Riparian Property Owner Information)
Z�Signature �P
NCDOT Division 3 - Jackson Provost, PE
Print or Type Name
5501 Barbados Blvd. REC@NEB
Mailing Address
SEP 8 6 7n14
Castle Hayne, NC 28429
City / State / Zip m-MlCm
Telephone Number 910-341-2000
Date May 24, 2014
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 RECEIVED
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net DCM WILMINGTON, NC
An Equal Opportunity \ Affirmative Acton Employer - 50% Recycled \ 10% Post Consumer Pape
Jl1N 2 6 2014

DI14ZSI01i OF COASTAL MXNAGEMENT
ADJACENT RIPARL0 PROPERTY OWNER STATEMEYT
I hereby certify that I own property adjacent to Taylor Investment Properties LLC s
(Name of Property Owner)
property located at 3 Auditorium Circle Wrightsville Beach. NC
(Lot, Block, Road, etc.)
on Banks Channel , in Wrightsville Beach , N.C.
(Waterbody) (Town and/or County)
Applicant's phone i9: 910-367-8739 Mailing Address: PO Box 925
Wrightsville Beach NC 28480
He/She has described tb me as shown below the development he/she is proposing at that location,
and I have no objections to the proposal. ,
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(Individual proposing development mustfill in description below or attach a site drawing)
See attached Drawing Ctl M '
rr
poll NP17/11—
Ln
O
O
C3
O
If you have objections to what is being proposed, you must notify the Di,
within 10 days of receipt of this notice. Correspondence should be Wile m
DCM representatives can also be contacted at [phone], -0
No response is considered the same as no oblecrion if You 1 ru
(Prop" Owner Information)
SSignatuIe
US Life Saving Service. LLC
Print or Type Name
PO Box 1812
Mailing Address
WrigMaw7le Beach, NC 28480
City / State / Zip
Telephone Number 910-367-8739
Data May 24. 2014
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Total Postege a F
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or Po go. Arm
Print or
3239 Pennington Lane
Mailing Address
Winston Salem, NC 27106
City I State / Zip
WeEIVED
SEP 8 6 2014
DCM-MHD CITY
Telephone Number 336-407-9999
r RECEIVED
Date May 24,2014 nCM WILMINGTON, NG
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX [phone]%41 tntemet www occoastalmariagemmt net SEP 1 S 2014
M Equal 0pMrWq 1AKsT4M AcOm ElnpW - 50% RegcW 110% PaatCW WW P8W

VJ
,A_
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory,
Governor
John E. Skvarla, III
Secretary
September 23, 2014
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice:
• Chris Parker / New Hanover Co.
• Surf City Crab, Inc. / Pender
Kyle & Heather: Please publish the attached Notice in the Thursday, September 25, 2014 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 Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref acct # 796-7215). Please send 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.
Sincerely,
Shaun K. Simpson
Permit Assistance
Division of Coastal Management
cc: WiRO
Jonathan Howell - MHC DCM RECEIVED
Ronnie Smith - USACE
Michele Walker- DCM SEP 2 8 2014
DCM-MHD CITY
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] IMemet: www.n=astalmanagement.net
An Equal Opportunity \ Affirmative Action Employer

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for development permits in an Area of
Environmental Concern as designated under the CAMA. According to said applications, On September 19,
2014, US Lifesaving Services, LLC clo Chris Parker proposed to construct a bulkhead and docking facility at
I Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach, New Hanover County; and on
September 23, 2014, Surf City Crab, Inc. clo Adrian Kugatow, proposed to construct a 7-slip docking
facility at 512 Roland Ave., adjacent to Stump Sound, in Surf City, Pender County. Copies of these
applications may be examined or copied at the offices of Robb Mairs (NH Co.) or Jason Dail (PN Co.), N.C.
Dept. of Environment & Natural Resources, Div. of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, North Carolina 28405, (910-796-7215) 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 October 16, 2014 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
SEP 2 61014
DCM-MHD CITY

NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory
Governor
September 22, 2014
Chris Parker, P.E.
c/o U.S. Life Saving Services, LLC
P.O. Box 1612
Wrightsville Beach, North Carolina 28480
Dear Mr. Parker:
Natural Resources
John E. Skvada, III
Secretary
The Division of Coastal Management hereby acknowledges receipt of your application, for State approval for the
proposed development at 1 Auditorium Circle Drive, adjacent to Banks Channel, in Wrightsville Beach, New Hanover
County. It was received as complete on September 18, 2014, and appears to be adequate for processing at this time. The
projected deadline for making a decision is December 3, 2014. 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 September 18, 2014, 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.
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments. If additional information is required based on this review, the agencies may contact you directly.
cc: Jonathan Howell, DCM
Ronnie Smith, USACE
7achery Steffey, LPO
AS' ely�/ ,/ r
' Gr �,"i/G/ 2W-
Robb L. Mays
Field Representative
aperv€D
SFP 2 9 2014
DCM-MHD CITY
127 Cardinal Drive Ed., Wilmington, NC 28405
Phone: 910-7W72151 FAX: [phone] Internet: www,nocoastalmanagement.net
M Equal Opportunity \ Affirmative Action Employer

NOTI(O'$17i
CAMA PERMIT
APPLIED FOR
PRE • •
• - ,
•1176721111iom
i ,
to construct a new
...
y
QOMMENTS ACCEPTED THROUGH October 16, 2014
too
s4PVLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Rnracrar Cnn +rurtinr ^ NC Div. of Coastal Management
K. -
' 127 Cardinal Dr. Extension
�
—P6-Box 925
Wrightsville -Beach, NC 28480
For Major Mod 66-10
Wilmington, NC 28405
Robb Mairs, Field Representative
910-796-7423

J\"
MAJOR PERMIT FEE SCHEDULE
Chris Parker / $250 / New Hanover Co.
DCM %
DWQ %
Development Type
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
of involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
If. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
90 (see attached) could be applied, but DCM
taff determined that additional review and written
DWQ concurrence is needed because of
oncerns related to water quality or aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
90 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/oropen water areas:
$475
60%
$285
40%
$190
RECEIVED
SEP 2 6 2014
DCM-MHD CITY

Date
Check
I
Received
Check From (Name)
Name of Permit Holder
Vendor
Number
Check amount
Permit Number/Comments
wzwzu is vvnne micnamsomrtmnamsen uonsuucuun
4212014 .Charles F. Riggs &Associates Inc. _
9/2/2014 Charles F Riggs & Associates Inc.
9/2/2014 Badi Head Island LTDIBruce Marek
9=014'Bald Head Island LTD/Bruce Marek
9t2/2014 Bald Head Island LTDJBruce Marek
92/2014 Town of Belville
9/22014 Norfolk Dredging Co. River Harbor and Dock Improv.
9/2/2014 James Thomas Davis
9/3/2014 Paul C. and Robin R. Jones
9/3/2014 Ridgestone Construction LLC
9/4/2014 Gary L. and Karen S. Said
9/4/2014 Claude R. end Joyce K. Ropers
9/4/2014 F and Sfiilari Construction
9/4/2014 Ocean Breeze Heating & Air LLC
9/4/2014 Town of Wrightsville Beach
9/5/2014 Karen Moran-GermN`Villiam Germ
9/5/2014 Ellison I, LLC
9/5/2014 Samuel and Traci Clary_
9/8/2014 F and S C Marine onstruction
9/8/2014 Holden Dock & Bulkheads
9/9/2014 Antinon Construction Inc
9/1012014 Town of North Topsail Beach
9/10/2014 Cheer Troutman Tanner
9/10/2014_Town of North Topsail Beach (1 of 2)
9/10/2014-Town of North Topsail Beach (2 of 2)
9111 /2014 Grice Construction of Brunswick Co
9/11/2014 William R. and Noma J. Burleson
9/11/2014 Wafter Daniel Giese
9/11/2014 F and S Marine Construction _
9/11/2014 Lester V. Van Epps
9/11/2014 George J and Susan F O'Connor
9/11/2014 Charles Ashley Mann
9/11/2014 Navaho Development Company, LLC
9/152014 Dario and Marie Palucci
9/1
LLC
9/15/2014 Live Oak Ent., Inc.
9/18/2014 Geoffrey and Staty Alexander _
9/19/2014 Coastal Marine Piers Bulkheads LLC
9/19/2014 Coastal Marine Piers Bulkheads LLC
Roanoke Holdings LLC
Frank & Julia Sharron
Swan's Quarters
Bald Head Island Limited, LLC
Indigo Plantation
Town of Belville
North Topsail Beach
107 Florida, CB
Forrest Waloon/Far Rockaway, LLC
Mary Lou Lloyd
same
UNCW Center for Mande Science
same_
same
Buie
Holland
same
same
William Taylor
same
same
same
same
Lucky Fis_I
Kugaton
Rich Inlet
William Gresnkx
John Emerick
Future Homes
same
Dinkins (1 of 2)
Dinkins (2 of 2)
First Citizens Bank
First Citizens Bank
First Citizens Bank
BB&T
a Bank
13615
$100.00
minorfee, 245 Topsail Rr
13600
$100.00
minorfee, 1130 Canady i
1591
$100.00
MP 121-07 renewa_ I_
1490
$100.00
MP 2-95 renewal
1489
$100.00IMP
41-05 renewal
_
— 58798
63274D
_
187
_$400,00
$100.00
_GP
MP 79-10 mod Fee
_
I10
$100.00
_
107F6dda, CB
7297
$200.00
GP 64030D
Bank 1 8291
$463.00
$100.00
$200.00
$100.00
$100.00
$200.00
$400.00
$200 00

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Christopher Parker / US Life Saving Service, LLC COUNTY: New Hanover
PROJECT NAME: Parker Docking Facility & Bulkhead
LOCATION OF PROJECT: I Auditorium Circle, adjacent to Banks Channel, in Wrightsville Beach
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 9-18-14
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Mairs �)
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE RECD: 9-25-14
ADJ. RIP. PROP NOTICES RECT):
APPLICATION ASSIG T
C) 75 DAY DEADLINE:
MAIL OUT DATE: 9-23-14
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE DENY
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMINGTON
FEE RECD: 250
END OF NOTICE DATE: 10-16-14
DEED RECD:
ON:d
150 DAY DEADLINE:
STATE DUE DATE: 10-16-14
FED COMMENTS RECD:
MI
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
N01'ES
Coastal Management - Regional Representative
q • v' 1
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section (DEMLR)
1 p_ -1y
Division of Water Resources (401)
1 p_ 1- t M
✓
1 N o 6
Storm Water Management(DEMLR)
jo-q-14
State Property Office
Division of Archives & History
1p - g- l4
Division of Environmental Health
(0-1-1 t(
/✓
Division of Highways
10 -1-11(
10/
Wildlife Resources Commission
�o _ �.14
RECDAD
Local Permit Office
`_
✓
SEP 2 0 21114
Division of Marine Fisheries / DCM
C1 lb -IV
%
M-MHD CITY
Corps of Engineers
11.6.1
'
Co 0-1 -E H
9ws LA- 3a-)`(

Howell, Jonathan
From: Smith, Ronnie D SAW [[e-mail]
Sent: Thursday, November 06, 2014 3:40 PM
To: Howell, Jonathan
Cc: Crumbley, Tyler SAW
Subject: RE: US Life Saving Services, LLC federal comments/conditions (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
A hard copy of the conditions is in the mail.
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf.
2. Dredging is not authorized.
3. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized
facilities. For further information, the permittee should contact the U.S. Coast Guard
Marine Safety Office at [phone].
4. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps of Engineers (USACE) prior to implementation.
5. The docks and piers extending over wetlands will be elevated sufficiently (a minimum of
3 feet) above the wetland substrate to prevent total shading of vegetation, substrate, or
other elements of the aquatic environment.
6. The permittee understands and agrees that, if future operations by the United States .
require the removal, relocation, or other alteration, of the structure or work herein
authorized, or if, in the opinion of the Secretary of the Army or his authorized
representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from the
U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States. No claim shall be made
against the United States on account of any such removal, relocation, or alteration. The
permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data Unit N CS261, 1315 E
West HWY- RM 7316, Silver Spring, MD 20910-3282 at least two weeks prior to beginning work
and upon completion of work.
7. Approval of the structure is based on determinations that there would be no obstruction
to navigation. The structure may be damaged by wave wash from passing vessels. Issuance of
this permit should not be construed, as relieving the permittee of taking proper steps to
insure the structure and moored boats will not be damaged by. wave wash.
8. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will 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 for reason other than safety.
1

9. 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.
10. Except as authorized by this permit or any USACE approved modification 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, within waters or wetlands. This permit does
not authorize temporary placement or double handling of excavated or fill material within
waters or wetlands outside the permitted area. This prohibition applies to all borrow and
fill activities connected with this project.
11. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any,other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
12. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any
pollutants except in trace quantities. Metal products, organic materials (including debris
from land clearing activities), or unsightly debris will not be used.
13. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
14. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or maintenance
of this project with a copy of this permit. A copy of this permit, including all conditions,
shall be available at the project site during construction and maintenance of this project.
15. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas.
Additionally, the project must remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A
Article 4).
16. The activity will be conducted in such a manner as to prevent a significant increase
in turbidity outside the area of construction or construction -related discharge. Increases
such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as
trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or
less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout
waters, are not considered significant.
17. 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.
2

18. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington
District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the
violation.
-----Original Message -----
From: Howell, Jonathan [mailto:[e-mail]]
Sent: Thursday, November 06, 2014 3:27 PM
To: Smith, Ronnie D SAW
Subject: [EXTERNAL] RE: US Life Saving Services, LLC, Wrightsville Beach
(UNCLASSIFIED)
No problem, the contractor called me and I want to touch base with him. I
will let him know I
will have it out in a few days. Thanks.
And thanks for those drawings also. I am going to have to make a phone call.
-----Original Message -----
From: Smith, Ronnie D SAW [mailto:[e-mail]]
Sent: Thursday, November 06, 2014 2:49 PM
To: Howell, Jonathan
Subject: RE: US Life Saving Services, LLC, Wrightsville Beach (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Yes, I will get some conditions to you today. Thanks for the reminder.
-----Original Message -----
From: Howell, Jonathan [mailto:[e-mail]]
Sent: Thursday, November 06, 2014 2:35 PM
To: Smith, Ronnie D SAW
Subject: [EXTERNAL] RE: US Life Saving Services, LLC, Wrightsville Beach
(UNCLASSIFIED)
Hey Ronnie, any word on this one?
-----Original Message -----
From: Smith, Ronnie D SAW [mailto:[e-mail]]
Sent: Tuesday, September 30, 2014 3:02 PM
To: Howell, Jonathan; Mairs, Robb L
Cc: Coburn, Chad; Crumbley, Tyler SAW
Subject: US Life Saving Services, LLC, Wrightsville Beach (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
I received the application for US Life Saving Services, LLC. This action
will be processed as
a GP 291. The Corps AID# for this project is SAW-2006-00538.
Ronnie D. Smith
Project Manager
Us Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Phone: [phone]
3

Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. our automated Customer
Service Survey is located at:
http://regulatory.usacesurvey.com/.
Thank you for taking the time to visit this site and complete the survey.
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
V.

�iCDENR
rth Carolina.Deportment of Environment and Natural
Pat McCrory
Govemor
September23, 2014
SEP 9. 5 2a14
;sourc TOMCFROcKATTN NICE
Johri,E,Skvada,I I
Secretary
d�4 ngl
Division of Coastal Management
MEMORANDUM: A----
10:3
TO; Renee Gledhill„Early
Dept. of Cultural Resources
Archives & History.
FROM: Jonathan Howell, NC'DENR-DCM,-Ass stant Major'Perrilits Coordinator
40Q,Comr6erce,Ave„^Morehead City; NC 28557 (Courier ll- 2-09),
SUBJECT: CAMA /'Dredge & Fill Permit Appllcat" ' Reviev/
Applicant: US Life Saving Service, LLC q/o.Christopher Parker t.oCie+r�k
ProlectLocation: I Auditorium Cit., adjacent to Banks,Channel, in,WrightsvilierBeach;',
New Hanover Co:
tsed Project: construction ofa newbulkhead and.replaceirtent of.'the existing docking facility
belowyour agency'•s positiomor viewpoint on the-proposed.project and
v to Jonathan HoweMat the -address above by October 16, 2014. It you
ons regarding the°proposed project,, contact Robb Mairs at [phone]
te, in-depth comments with�supporting data isrequested.
This agency has norobjectlon to.the project`as proposed.
This.agency has,no!comment�on the.proposed project.
This agency'approves of�the project only if thesecommended,changes;
;';,are incorporated. See attached.
objects to the projectfor reasons descrif ed-inJhe.attached comments.
DATE tb • $ -' d
N.C. Divzlw of Ca; W AlanagameN
3 127 Dardnal Drava En, Wflml &. NC 2M
yP9& 7215 t FAX:[phone] Intemai:,vAm nccoasta!manaaemenl,net
$EP,2, 6 20%

Aja
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014
Division of Coastal Management
MEMORANDUM:
TO: Jessi Baker
Fisheries Resource Specialist
Division of Coastal Management
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED LJ DATE
RECEIVED
SEP 2 6 7014
N.C. Division of Coastal Management DCM-MHD CITY
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nocoastaimanagement.net
An Equal Oppodunity \ AfBnuative Action Employer

CD-E R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 15, 2014
U.S. Lifesaving Service, LLC
Mr. Christopher Parker
P.O. Box 1612
Wrightsville Beach NC 28480
Subject Property: 1 Auditorium Circle — Wrightsville Beach
NO WRITTEN CONCURRENCE NEEDED
Dear Mr. Parker,
John E. Skvarla, III
Secretary
DWQ Project # 14-1026
New Hanover County
You have our approval, in accordance with the attached conditions to construct a new bulkhead and
replace the existing docking facility as described in your application received by the N.C. Division of
Water Resources (DWR) on September 24, 2014. After reviewing your application, we have decided
these impacts are below the threshold for written authorization as long as all conditions of General
Water Quality Certification Number 3900 (GC3900) are met. This certification may also be viewed on
our website at ham://r)ortal.nedenr.or€;/web/M/sLvphvs/40 Ucertsandpermits. This Certification allows
you to use the Regional General # 198000291 Permit when issued by the US Army Corps of Engineers.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions of Certification:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
Certificate of Completion to the 401/Wetlands Unit, North Carolina Division of Water Resources,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream, impacts), you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition, which confonn5
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
1617 Mail Service Center. Raleigh, North Carolina 27699-1601 RECEIVED
Phone [phone]� internet: www,ncdenr.gov
An Equpl Gpp~lty'. Affirmance Acim Employer - Made In pal by recycled paper OCT 2 1 709
DCIMIAVI, �D Cir*

2
1 Auditorium Circle
New Hanover County
2014-1026
F
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in
Raleigh at 919-807-6301 or Chad Coburn in the DWR Wilmington Regional Office at 910-796-
7215.
Sincerely, %�
6�t%tp
Chad Coburn
Senior Environmental Specialist
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosures: GC3900
Certificate of Completion
cc: Ronnie Smith — USACE Wilmington Field Office
Robb Mairs — DCM Wilmington
Jonathan Howell — DCM Morehead City
Karen Higgins — Wetlands, Buffers, and Stormwater Compliance and Permitting Unit
WiRO
THw
vq'
a� 4

10
DWR Project No.:
Applicant: _
Project Name: _
Certification of Completion
Date of Issuance of Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:
1, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to d'built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Registration No.
Date
RECEIVED
OCT 21 ZN
DCM-M*t:�)Op'y

Pat McCrory
Governor
NCD�NR
North Carolina Department of Environment and Natural Resources
C'. . ¢. Ja.19.1i2-
September 23, 2014 R`01 'L — c
Division of Coastal Management
MEMORANDUM: N
TO: Maria Dunn
NCWRC
WaRO / WiRO
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED j, ::J — DATE io-- /r, -Z.�f
RECEIVED
OCT 20 70"
N.C. Division of Coastal Management DCM-MHD CffV
127 Cardinal Drive EM., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nocoastalmanagement.net
An Equal Oppwtuniy l Aflinnalive Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014
Division of Coastal Management
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
John E. Skvarla, III
Secretary
ECEIVE
SEP 2 3 2014
BY:
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: r/ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGN341,,ID aV DATE 1 l2344
RECEIVED
OCT 0 9 7014
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 DCM-MHD CITY
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer

z
Howell, Jonathan
From: Huggett, Doug
Sent: Friday, October 03, 2014 8:24 AM
To: Howell, Jonathan
Subject: FW: SAW-2006-00538, US Life Saving Services, bulkhead and docking facility, CAMA Major,
GP 291 (UNCLASSIFIED)
Attachments: PN.pdf; CAMA Application, Bio Report and Drawings.pdf; SAW-2006-00538.kmz;
SAW-2006-00538. kmz.j pg
-----Original Message -----
From: Smith, Ronnie D SAW[mailto:[e-mail]]
Sent: Wednesday, October 01, 2014 4:47 PM
To: [e-mail]; Coburn, Chad; Huggett, Doug; Wilson, Debra; Fritz Rohde - NOAA
Federal; Horton, James T SAW; Ellis, John; John Walters; Kathy Matthews
([e-mail]); Leigh Mann ([e-mail]); Pace Wilber
([e-mail]); Pedrus, Paden BM1; Pete Benjamin ([e-mail]); Tiffany
Johnson ([e-mail]); Todd Allen Bowers ([e-mail]); McAloon, Scott
BOSN4; [e-mail]; Gledhill-earley, Renee
Cc: Crumbley, Tyler SAW
Subject: SAW-2006-00538, US Life Saving Services, bulkhead and docking facility, CAMA Major,
GP 291 (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of
Coastal Management (NCDCM) has forwarded to our office a copy of the CAMA permit application,
Field Investigation Report and Bio Report for the subject project. The attached notice
requests federal agency comments on this project by November 3, 2014.
The applicant proposes to replace a bulkhead and a docking facility at 1 Auditorium
Circle Drive, Wrightsville Beach, New Hanover County, North Carolina. The construction of
the new bulkhead would impact 190 square feet of estuarine, open waters. The existing
docking facility will be replaced with a new docking facility, including construction of a
72' x 6' access pier, 34' x 17' platform, 60' x 6' floating dock, and a 15' x 12' boatlift.
Please see the field investigation report and the application for more detailed information
concerning the proposed project and how the proposed facility compares to the existing
facility.
A copy of the applicant's permit application and plans is attached. The second page of
the document titled "Application, Bio Report, etc." is intentionally left blank. Also
attached is a Google Earth (kmz) file and an image (jpg) file of the project area.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson -Stevens Fishery Conservation and Management Act. The Corps' initial determination is
that the proposed project will not adversely affect EFH or associated fisheries managed by
the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service. The proposed water depths in the location of the proposed docking facility
are between -6' and -9' relative to NLW. The project area is not designated as PNA.
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined that the project may affect but is not likely

to adversely affect the West Indian manatee. The use of the Manatee Guidelines will be
required as a result of this project. The project will not affect any other species listed as
threatened or endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area.
Pursuant to Section 106 of the National Historic Preservation Act (NHPA) of 1966,
Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing
Appendix C, the District Engineer consulted district files and records and the latest
published version of the National Register of Historic Places and initially determines that
no historic properties, nor properties eligible for inclusion in the National Register, are
present within the Corps' permit area: therefore, there will be no historic properties
affected.
Please contact me if you have any questions. Please provide comments as soon as you can
or by November 3, 2014.
Ronnie D. Smith
Project Manager
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Phone: [phone]
Fax: [phone]
Email: ronnie.d.smith(dusace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at:
http://regulatory.usacesurvey.com/.
Thank you for taking the time to visit this site and complete the survey.
Classification: UNCLASSIFIED
Caveats: NONE
3

AM
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014
John E. Skvarla, III
Secretary
Division of Coastal Management
MEMORANDUM: �7
TO: 7. �roF%I
LPO , orllk-hvr
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: ✓ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE her 27 Zg:�Jy
RECEIVED
OCT 0 61014
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 DCM-MHD CITY
Phone: [phone] \ FAX: [phone]%4 Internet: www.ncmastalmanagement.net
An Equal Opportunity \ Affirmative Acton Employer

TOWN OF WRIGHTSVILLE BEACH
PLANNING AND INSPECTIONS • 321 CAUSEWAY DRIVE • P.O. BOX 626
WRIGHTSVILLE BEACH, N.C. 28480 • 910-256-7937
Planning and Inspections
October 2, 2014
Jonathan Howell, NC DENR- DCM Assistant Major Permits Coordinator
200 Commerce Avenue
Morehead City, NC 28557
Re: CAMA Permit Application Review
1 Auditorium Circle
Mr. Jonathan Howell:
The Town of Wrightsville Beach has reviewed the proposed CAMA Permit for 1
Auditorium Circle. We have no objections to the proposed project but would like to offer
a few comments on the project. We feel that it is imperative that adequate measures be
taken to minimize potential negative environmental impacts associated with the project.
As this project involves an area classified for conservation purposes in the Town's 2005
CAMA Land Use Plan it is important that the contractor proactively engages in
responsible construction practices focused on mitigating increases in sedimentation and
turbidity of Banks Channel. Thank you for the opportunity to offer our feedback on the
proposed project.
Respectfully,
'Zachary
Town Planner, LPO
Town of Wrightsville Beach
cc: Tony Wilson, Director of Planning & Parks
RECEIVED
OCT 0 61014
DCM-MHD CITY
EON

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
September 23, 2014 -
Division of Coastal Management
MEMORANDUM: SEP 2 3 2o14
TO: Dan Sams
District Manager
DEMLR - WiRO
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE 7-Z4-2014
RECEIVED
N.C. Division of Coastal Management OCT U 1 ?Q7S
127 Cardinal Dive E#., Wilmington, INC 28405
Phone: [phone]\ FAX: [phone]lntemet:www.nccoastalmanagement.nel DCM-MHDCITY
An Equal Opportunity \Affirmalive Action Employer

r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014
Division of Coastal Management
MEMORANDUM:
TO: Shannon Jenkins
NH DEH
Shellfish Sanitation Section
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir, adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This ageqcy objects to the project for reasons described in the attached comments.
DATE 19
QVi �-C� "l
RECEIVED
N.C. Division of Coastal Management OCT 01 NO
127 Cardinal Drive Ext., Wilmington, NC 28405 DCM_MHD CIA'
Phone: [phone] \ FAX: [phone] Intemet: www.nccoastalmanaoement.net
An Equal Opportunity 1 Affnnatwe Action Empoyer

r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014
Division of Coastal Management
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project Location
Heide Cox
Environmental Engineer
Public Water Supply
John E. Skvarla, III
Secretary
14@44h
t sip?32014 4�
pub Pad Not,
Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Permit Application Review
US Life Saving Service, LLC c% Christopher Parker
1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: XThis agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency
6�Cagency objects to the project for reasons described in the attached comments.
SIGNED � (- 1)" ( DATE !A 14 RECEIVED
SEP .9 0 701r
DCM-MHD CITV
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nocoastaimanagement.net
An Equal Opponurity 1 Alfimrafive Action Employer

WKWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 23, 2014 [DISTRICT 3
Division of Coastal Management SEP 2 5 201k
MEMORANDUM:
Anthony Law RECEIVED
TO: NCDOT (BR/NH)
300 Division Dr.
Wilmington, NC 28401
Courier 04-11-03
John E. Skvarla, III
Secretary
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: US Life Saving Service, LLC c% Christopher Parker
Project Location: 1 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach,
New Hanover Co.
Proposed Project: construction of a new bulkhead and replacement of the existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 16, 2014. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in;.depth comments with supporting data is requested.
REPLY: v This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
✓J This agency
objects to the project for reasons des ribed in the attached comments.
SIGNED //W�? 11�-/DATE q 7D
RECEIVED
OCT OE 20N
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, INC 28405 DCM-MHD CITY
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaclement.net
An Equal Opportunity \ Afiirmalive Action Emooyer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: U.S. Life Saving Service, LLC c/o Christopher Parker
2. LOCATION OF PROJECT SITE: 1 Auditorium Circle Drive, Lot #15, adjacent to Banks Channel, in
Wrightsville Beach, New Hanover County.
Photo Index — 2006: 24-7412, N-16 2000: 24-307, J, K 9-10 1996: 24-288, N 11-12
State Plane Coordinates - X: 2363196 Y: 169414
Latitude: 34011'38.79630"N Longitude:77°48'28.90666"W
3. INVESTIGATION TYPE: CAMA and D&F ROVER FILE # - 0-042409A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 04/24/2014
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received - Completed 9/18/2014
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
3
(water area) and Developed (upland area)
(E) Wastewater Treatment: Existing - Municipal
Planned None
(F) Type of Structures: Existing — Timber bulkhead, pier, covered gazebo, floating dock and
mooring pilings
Planned — New docking facility and bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(6) Non -Vegetated Wetlands
(Open water
190 sq. ft.
Incorporated
1,574 sq. ft.
(C) Other (Highground)
1,900 sq. ft.
(D) Total Area Disturbed: 3,664 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
PROJECT SUMMARY: The applicant proposes to construct a new bulkhead and replace an existing
private docking facility within Banks Channel.
RECEIVED
OCT 02 M#
DCM-MHD C"

U.S. Life Saving Service, LLC c/o Christopher Parker
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1 Auditorium Circle Drive, adjacent to Banks Channel, between the Atlantic
Ocean and Greenville Sound. The site is located within the Town of Wrightsville Beach, in New Hanover
County. To locate the property travel east from Military Cut -Off Road (N.C. Highw,ay 17) approximately 1
mile towards Wrightsville Beach. From the drawbridge, continue heading east on Causeway Drive (N.C.
Highway 76) approximately I mile just before the bridge over'Banks Channel. Turn right onto Auditorium
Circle Drive and the property will be immediately on the left. The lot is approximately 0.46 acres with
approximately 95' of shoreline frontage currently stabilized by a timber bulkhead, of which is located
approximately 50' along the eastern end of the property and approximately45' along the northern end of the
property. The lot averages 3'-Sabove normal high water (NHW). The property is currently undeveloped and
no vegetation exists on the site. All previous structures on the property (including theformer LaQue Center)
were demolished under CAMA Minor Permit #WB05-70, which was issued by the Town of Wrightsville
Beach on 12/02/05. There is currently an existing private docking facility, which was authorized to the
previous property owner under the Express Review Permitting Program (State Permit No. 35-06). The
existing pier (6' x 57') extends from the center of Lot #15, adjacent to the timber bulkhead and spans in an
easterly direction, which terminates into. a covered platform. (14' x 14'). An access ramp leads onto an
existing floating dock (6' x 60'), which extends in an easterly direction perpendicular to the existing
bulkhead. There are two (2) mooring pilings located on the southern side of the existing floating dock. The
existing docking system provides dockage/storage space for up to four (4) vessels. Water depths in the
vicinity of the floating dock range from approximately —6.0' to —9.0' relative to NLW..
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters of the project site as
Conservation and high ground area as Developed. There are no known archaeological sites located in the
project vicinity. The waters of Banks Channel are classified SB by the Division of Water Resources. They
are NOT designated as a Primary NurseryArea (PNA) by the N.C. Division of Marine Fisheries and they are
CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct a new bulkhead and replace an existing private docking facility within
Banks Channel. Once the existing docking facility is completed removed, the application states a new
steel/concrete bulkhead would be constructed on an average of 2' waterward of the existing timber
bulkhead, aforementioned. The application also states that the proposed bulkhead along the northern end
of the property would be located within the same location as the existing bulkhead due to its location
adjacent to the N.C. DOT right-of-way. The proposed bulkhead would also have an approximately 11'
return towards the highground along the southern property line. A new access pier, measuring
approximately 72' in length by 6' in width would extend from the new bulkhead towards the east into Banks
Channel. The access pier would lead into a new partially covered "L-head" platform, measuring
approximately 34' in length by 17' in width, which would be oriented towards the north. An access ramp
would lead from the new access pier onto a new floating dock, measuring approximately 60' in length by 6'
in width, which would run in the same alignment as the proposed pier. A new boatlift, measuring
approximately 15' in length by 12' in width would be located on the most landward end of northern side of
the floating dock. The two (2) existing mooring pilings located on the southern side of the existing floating
dock would remain. The application states that the existing water depth in the location of the existing and
proposed docking structures would range from approximately —6.0'to —9.0' relative to NLW. The proposed
reconfiguration of the existing docking facility would continue to accommodate up to four (4) slips at this
location (See Sheets DKI, DK2, SI through S3, S1A and SIB and Project Narrative).
10. ANTICIPATED IMPACTS:
The proposed new bulkhead would incorporate approximately 190 sq. ft. of Estuarine Waters and Public
Trust Areas and approximately 1,900 sq. ft. of highground for associated tie -back anchor system and
backfill material.

U.S. Life Saving Service, LLC c/o Christopher Parker
Page 3
The docking facility replacement would incorporate 1,346 sq. ft. of Estuarine Waters and Public Trust Areas,
however much of this area is currently usurped by the existing docking facility. The proposed structures
would not encroach into the adjacent 15' Riparian Corridor Setback Area requirement. The applicant
submitted Certified Letters to the adjacent riparian property owners, without a Return Receipt Request
(Green Card); However, the applicant obtained a Letter of No Objections from both the adjacent riparian
property owners. Further, the adjacent riparian property owner to the north is the N.C. DOT, which is one of
the review agencies for this permit application. The docking facility would extend approximately 175' into a
waterbody, which measures approximately 700' across. This distance conforms to the 1/4 width rule and the
locally established pier head line. Minor increases in turbidity should be expected during construction.
RECEIVED
OCT 02 ?V1
DCMA*DCPY
Submitted by: Robb Mairs Date: 09/22/14 Office: Wilmington

iKERGROUP
STRUCTURES OF DISTINCTION
September 12, 2014
Mr. Robb Mairs
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: 1 Auditorium Circle Wrightsville Beach, NC
CAMA Major Permit Application Narrative
Robb,
We hereby propose to install a new steel bulkhead, fixed pier, gazebo, boat lift, and floating dock on
the property located at 1 Auditorium Circle in Wrightsville Beach, NC. The proposed work is necessary to
replace the existing deteriorating facilities. The new bulkhead along the north property boundary will be
located just outside of the existing bulkhead at the east end of the wall and inside of the existing bulkhead
at the west end of the existing wall to create additional buffer between the adjacent bridge structure. The
new bulkhead along the east property boundary is proposed to be located three feet east of the existing
bulkhead to allow for the existing bulkhead to remain in place to facilitate construction of the'new wall.
The average distance waterward of NHW will be two feet. The entire section of the new bulkhead is
proposed to be built two feet above the existing bulkhead elevation and per the enclosed structural
documents. The fixed pier, gazebo, and floating dock are proposed to be constructed of prestressed
concrete piles & traditional wood frame construction per the enclosed architectural and structural
documents. Thank you for taking the time over the past several months to meet with me and review the
site and proposed construction. Should you have any questions or concerns feel free to give me a call.
Very truly yo rs,
Christopher Parker, PE
Principal
Parker Construction Group
P.O. Box 925
Wrightsville Beach, NC 28480
Mobile: [phone]
Office: 910.256.4229
www.parkerconstructiongroup.com
Cc: Parker Construction Group, LLC — File
RECEIVED
WILMINt TON, NC

North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
U.S. Life Saving Service, Lie
1 Auditorium Circle Wrightsville Beach
Applicant 1: First Name MI
Last Name
Christopher C
Parker
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1612
Wrightsville Beach
NC
ZIP
Country
Phone No.
FAX No.
28411
USA
910 - 367.8739
ext.
Street Address (if different from above)
City
State
ZIP
N/A
Email
[e-mail]
2 entlOorgtractor Information
Business Name
Parker Construction Group
7ECENLO
Agent/ Contractor 1: First Name
MI
Last Name
OCT 02 7"
Christopher
C
Parker
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
925
Wrightsville Beach
NC
Phone No. 2
ZIP
Phone No. 1
28480
910-367-8739 ext.
eM'
FAX No.
Contractor #
65883
Street Address (fdifferentthorn, above)
city
State
ZIP
2030 Eastwood Road Suite 10B
Wilmington
NC
28403-
Email
W�L�1AIyGit�N' NC
chris@parkeroonstructiongroup.00m�
SEP 18 2UA
<Form continues on back>
252-808.2808 :: 1.888.4RCOAST :: www.nccoostaimanagemetit.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
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County (can be multiple) Street Address
State Rd. #
New Hanover 1 Auditorium Circle
Subdivision Name
City
Slate
Zip
7
Wrightsville Beach
NC
28480 -
Phone No. -
Lot No.(s) (if many, attach additional page with list)
910 - 367 - 8739 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Banks Channel
c. Is the water body Identified in (b) above, natural or manmade?
d. Name.the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Greenville Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Wrightsville Beach
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
95 Linear Feet
10,293sf (0.23 acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
6' ®NHW or ❑NWL
e. Vegetation on tract
Wild Grasses
f. Man-made features and uses now on tract
Existing fixed pier, gazebo, and 60' floating dock.
RECE EDD
i�C>(Vl vvU.tiAi\1G CON, NO
g. Identify and describe the existing land uses adjacent to the proposed project site. �, ,,, a�{3 -14
S a
.
Single Family Residential Dwelling
In. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No El NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ❑Yes ®No
252-908.2808 :: 1.888.4RCOAS f :: www.necoustalmanagament.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
(ii) Are there coastal wetlands on the site?
❑Yes ®No
(III) If yes to either @ or (ti) above, has a delineation been conducted? []Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
N/A
5.
Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Private pier and boat slips for single family residential single family dwelling.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Sheet pile steel bulkhead to replace existing timber bulkhead. Prestressed concrete piles for fixed pier & gazebo with wood
decking and handrial system. Excavator and crane will be used to install the steel & concrete piles.
d.
List all development activities you propose.
New steel bulkhead to replace existing Umber bulkhead. New fixed pier, gazebo, boat lift, and floating dock to replace
existing.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 500 ®Sq.Ft or ❑Acres
g.
Will the proposed project
encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established
use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
N/A
OCT OE IlIf4
DCM-MtOC"
I.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
J.
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
',✓ldIV! VVIL..IVIInIialUN, IVi
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
FaSr dr(idht3d ryfs d?l3��8 �,aR,� a�{td fbfif�� (¢]P�js �rgjdJo. an ym5 tQ� d5ffap�i/�a !�<,tE¢fCs�f (#e;�ub'tr�r(t Yrrt, Ytleraor��eaRp�sr� i�"�s
�ra�aga�pbe Alafa,Rar��sa),�d(are,,ativ�sep�k�ablton��talo�deve(bR`r��yenka)3AACa6os�.��.-`�ea�e,onsu/jtieaRb.keafrop,� �;�.��.
rti�r{rgtronrbd�rkt�fbn�gw�apropertyprepa e`fh„e,!equ�re��iferp� l;e,�"Fdw��r.�>T ,�,;� a��`'��-'�'r`.' z�s��;� s��
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with slate application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
one.N13tr7, �4499,r;.
-�r.`'g F ��.°^�'Rn �i��3i 'fit rr"F"yy,� L3°�' a,�� ? 'fr.�. ��.,o �t� � qp��'�-Si`, ,^r-�,3`W�•�
'# dd4es^3�fi�udi�t�;twtFri,�Grml iNnghxiSva(�e 68ac��h�C �&4BOr .ra.at `�,m,; u��.�i�rit"".. "'�„,.a� *,4s��i:!�'t�`. •"; ``;,.
Name NCDOT Phone No. 910-251-2691
Address Causeway Drive/Banks Channel Bridge
*
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
35-06 "j�.te eer,C' 3/20/2006
WB13-23 OA ftfte (/✓'f/rad 9/20/2013
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
1. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date September 12, 2014 Print Name Christopher Parker
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Nm WILMINGTON, NO
252-803.2808 :: 7-888.4RCOAST :: www. nccoastalmanagement. net

Form ®CM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing
Depth
Final Project
Depth
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 wetlandsimarsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
_ , n __.- -- - -
2. D/SP©SAL— OF E-XCAVATED- R?-ATERI--AL � � ®Tbrs section not applicable
J
--
a Location of disposal area b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner. (i) If yes, where?
e. (1) Does the disposal area include any coastal wetlands/marsh I. () Does the disposal include any area in the water?
(CW) submerged aquatic vegetation (SAV), shell bottom (SB), []Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the li If es, how much water area is affected?
number of square feet affected. (� y
❑CW ❑SAV ❑SB
❑WL []None
(i) Describe the purpose of disposal in these areas: RECEIVED
RECEIVED DCM WIDAIU G' OI!, NC
OCT 017014 SET _1 8 2914
DCMadMD CITv
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmaraaement.net revised: 12/26/06

Form DCNA NAP-2 (Excavation and Fill, Page 2 of 3)
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 97es
c. Average distance waterward of NHW or NWL: T-0"
e. Type of stabilization material:
PZ-22 Steel Sheet Pile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill NIA Riprap
Breakwater/Sill - Other
i. Source of fill material.
Washed #57 Stone - Martin Marietta Quarry & Clean Sand -
Wilmington Materials.
If yes,
(ii) Amount of material to be placed in the water NIA
(iii) Dimensions of fill area
(iv) Purpose of fill
a. How will excavated or fill material be keot on site and erosion
controlled?
Silt Fence and stockpiled upland of construction
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(i) If yes, explain what type and how they will be implemented.
d. Maximum distance waterward.of NHW or NWL: 3'.0"
f. (1) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(II) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Washed #57 Stone & Clean Sand
(i) Will fill material be placed in coastal wetlands/marsh
submerged aquatic vegetation (SAV), shell bottom (
other wetlands (WL)? If any boxes are checked, prn
number of square feel affected.
❑CW ❑SAV ❑SB _
❑WL —[]None
(li) Describe the purpose of the fill in these areas:
b. What type of construction equipment
backhoe, or hydraulic dredge)?
Excavator and Crane.
d. (1) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(i) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 1.888-ARCOAST :: www.nccoastalmananement.not revised: 12/26/06

RECEIVED
OCT 0 % N"
RECEIVED
DW yi/!i_,MINGTON, NC
SEP 13 2014
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

Form ®CM 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.
9. DOCKING FACILITYIMARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(!if) Length 59'6"
(iv) Width 66=0"
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(11) Number 3
(iii) Length 25.0;L x 14.5'W. 12.8'L x 5.0'W.12.8'L x 5.0'W
(iv) Width See above & attached plans.
(v) Floating []Yes ®No
Nate: Roofed areas are calculated from ddpline dimensions.
g. () Number of slips proposed
0
(It) Number of slips existing
4
t. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water, dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(III) Length
('Iv) Width
(v) Floating ❑Yes ❑No
f. (t) Are Boatlifts included? ®Yes ❑No
If yes:
(t) Number 1
(II) Length 15_-0-0"
(iv) Width 12'-0"
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service N�
❑ 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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout RECEIVED
OCT Ot 2W
k. Typical boat length: 25 10 I. (1) Will the facility open to the general public?
RECEIVED
m. (0 Will the facility have tie pilings? DCM WILMINGTON, NO
❑Yes ®No
(if) If yes number of tie pilings? SEP 1 82014
282-808.2808 :: 1-8864RCOAST :: www.nccoastalmananoment.not revised: 12127/06

Form DCM 6e F-4 (structures, Page 2 of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers ,
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (I) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing Industrial type pollutants, such as paint, sandblasting waste and petroleum products..
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided? Fi SG E I V'`E ID
DOM VVIL MING TON, NO
S E P 1 12014
252-808-2808 :: 9-88&4RCOAST :: wwvr nccoastalmanaaement.net revised: 12/27106

Form DCM MP-4 (structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
ou is the madna/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL *one
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
i. BOATHOUSE (including covered lifts) ®This section not applicable
a- (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private/Community
(if) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e g., wood,, sheotpde, etc. If a rock groin, use: MP-2, ExcavationandFill) EThis section not applicable l
a. (i) Number
(in Length
(:Ii) Width _
b. BREAKWATER (e g, wood, sheetpde, el
a. Length
c. Maximum distance beyond NHW, NWL orwegands
r---
I1I 6. MOORING PILINGSand BUOYS
a. Is the structure(s)'.
b. Average distance from NHW, NWL, or wetlands
-: ® This sea
b. Number
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, ffpresent.
e. Arc of the swing
, ."El , Ems)
l,L. I ni I o!\I; . Iv
RECEIVED
SEP ;. 8 2014
OCT 02 2014
DCM-MHD GTY
252-808-2808 :: 1.888-4RCOAST :: www.nccoostaimanaaement.net revised: 12127/06

Form ®CM MP-4 (structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
15'-1 3/4"
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(i) If yes, explain what type and how they will be implemented.
a. Give complete description:
Access pier - 6.0' x 72.0'
b. Proximity of structure(s) to adjacent docking facilities.
e
d. Water depth at watenxard end of structure at IJLW or NWL
6=3" c bN&-w
RECEIVED
DCAM W]UPANGTON, NO
SEP 18 20141
252.808-2808 :: 1.8894RCOAST :: www nccoastalmanaaement.net revised: 12127/06

NntPs
maPquest.
Map of:
1 Auditorium Cir
Wrightsville Beach, NC 28480-2713
US Life Saving Service, LLC
c/o Christopher Parker, P.E.
e
G
la
r. .. 02014.MaoQuest --Portions.©20.14.TomTom l Terms I Privacy
02014 MapQuest, Inc. Use of directions and maps Is subject to the MapQuest Terms of Use. We make no guarantee of the accuracy of their content, road conditions or route usebillty.
You assume all risk of use. vlaw Tarm= of IJeo
RECEIVED
DCM WILMINGTON, NC
SEP 1 8 2014
RECEIVED
OCT OS ZO
DCM-MW11�01IF)r
http://www.mapquest.com/print7a=app.00re.c73d7d9d5bOa67dO1f32cce4 1/1

SURVEY NOTES:
�oI BANKS CHANNEL yWH
.L'L�A,I~ Iol S34'14'46'W I. SURVEY WAS PERFORMED ON AUGUST 8, 2014. �s�CADyY
50.51' 2 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND. �}
IN
FACE EA WOOD 1..I ...N. 3, PARCEL SUBJECT TO ANY RESTRICBONS OR EASEMENTS OF RECORD NOT 4F a
BULKHEAD IoI �'"�AJL IN SHOWN ON THIS SURVEY. SITE
SEE NOTE 6 P1 BULK BAILULKHEAD 2�NE—ZONE `ITS 4. ALL OF THE SUBJECT PARCEL UES Wi1HN AN AREA OF SPECIAL FLOOD
HAZARD (ZONE VE) AS SHOWN ON DFIRM MAP 372031660W. DATED APRIL 3, � SITE o!y'
W 5.3'
Li x5.6' 2006.
�l I 5. ELEVATIONS SHOWN ARE W RAVD 88 VERTICAL DAMN AND WERE TAKEN
WOOD PICKET FROM SURVEY OF NEARBY PARCEL WHERE GRID INFORMATION WAS PROVIDED Sa
i p FENCE i BY GEOINNOVADON, P.C.
,', r6:=PARCEL- A-EOTA69s T':GrBwaEAosNDAwRE_(NE+iN}ut+I• VICINITY MAP NO SCALE
EXISTING DECK
. ATER.BOUNDARRA=ALONG.dXE_SWInASTERN-ANONAtiMEASTM•t.
I '.RPo)PFRTCIINES 7W OF BUUWEAD RANGES FROM 5.53' 70 S59' W ,
CHAIN LINK x .9 i ELEVATION.
FENCE N z SURVEYORS CERTIFICATE
µ . '� I 'UNDER
THAT THIS LNA WAS DRAWN L44DER MY SUPERVISION FROM AN ACTUAL SURVEY' MADE
5 4' UNDER MY SUPERVISION, BEING THE SAME PROPERTY DESCRIBED ON THE FACE OF THIS PLAT,
_ \Y LEGEND: THAT THE BOUNDARIES NOT SURVEYED THAT ARE SHOWN WERE FLOM FROM THE REFERENCED
EXISTING HOUSE DR - FJOSTWG IRON REBAR INFORMATION. AND THAT THE UNADJUSTED RAIIO OF PRECISION AS CALCULATED BY COMPUTER
(3 E PANEL FIRST FLOOR=19.57' DB - DEED BOOK IS 1'/IO.000f;THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LINO AND DOES
3 ' 8s 11 i GARAGE-7.26' MO - NAP BOOK NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET; THAT INS MAP MEETS
( PG - PAGE REOAREMENTS OF THE *STANDARDS OF PRACTICE FOR LOUD SURVEYING IN NORTH CAROLMA (21
P, .WL VY R/W - RIGHT OF WAY NCAC 56.1600)- WITNESS MY OMMAL SIGNATURE . REGISTRATION NUMBER AND SEAL 1MS
YYEPED 1 I CO - CLEW �T
OUT " DAY OF= V GUST A.D. 20�V
99 _ WY -WATER VALVE
EDGE GE ONC
BR EPED POWER
OELECTRIC PEDESTAL `ApT1M111Ir/pit,
99 AUDITORIUM TRACT LOT 13
E-PANEL - ELECTRIC PANEL, `0 -*SSS 6-- i FOREST G. SESSOMS
ca '3 LOT 14 PAW TREE �?Q@� 9 PROFESSIONAL LAND SURVEYOR
z ;y SHORE ACRES_
LOT 15 AUDITORIUM TRACT C SEAL iE LICENSE NUMBER L-4659
MB 290, PO 597
Tn AUDITORIUM TRACT SHORE ACRES — L-4668 -
SHORE ACRES o MB 290, PG 597 R, C— 0 E V } S o'?2 P-* ", �
MB 290. PG 597DCNI B' O SULKY✓ Otj�
T s.5'
'EXISTING CONDITIONS SURVEY OF
U11 x PT 1 AUDITORIUM CIRCLE
rw .e' E. i
zw �
BEING ALL LOT 15
Ipp T AUDrroRIUM TRACT - SHORE ACRES
WOOD PICKET N35'14'38`E GRAPHIC SCALE AS SHOWN ON NM 290, PG 597
FENCE 49.9s'(TIE) 0 15 30 60 TOWN OF WRIGHTSVILLE BEACH
8 6
.6x1. NEW HANOVER COUNTY NORTH CAROLINA
COEIR ( IN ~FEET) • 15CA 30' 1J giwi 7wc&A5c &es Md-C
03 N335 78•E 6.98' AUDITORIUM CIRCLE 1 inch = 30 ft. IDATE-- FrofeSswnalLarsd5urvg"
TBM IN PP 50.50' 25 PUBLIC R/W 08/15/2D14% �,'T"' E NCLU�M#PC864
ELEV=8.00' _ REFERENCES: DRAWN BY �`'''pm
DEED BOOK 5769. PAGE 150 RGS � WITON W,�
MB 290. PC 597 RSA PROJECT FH 9I096Y88R6
#1PROJ ,• S BMAL- P.555OM5WR`�RJEYIN6COM '

. �J
Recommendations for State Permit— U.S. Life Saving Service LLC c/o Christopher Parker 9/2212014
The total area of floating docks and platforms was calculated as follows:
Shoreline length = 95' x 8 sq. ft. = 760 sq. ft. allowable
Proposed floating dock = not calculated due to alignment
Proposed partially covered platform = 34' x 11' = 374 sq. ft. (access credit through platform included)
Total = 374 sq. ft.
It is the staff's recommendation that the shoreline stabilization along the project site is CONSISTENT with the Rules
of 15 NCAC 7H.0208 (b) (7) (D)(ii) Use Standards for Bulkheads and Shore Stabilization Measures states "the
bulkhead alignment extends no further below approximate mean high water or normal water level than necessary to
allow recovery of an area eroded in the year prior to the date of application, to align with adjacent bulkheads, or to
mitigate the unreasonable hardship resulting from unusual geographic or geologic features". It appears through on -
site visits that the majority of the impacts for these proposed structures along the existing basin would be located
along a shoreline currently usurped by existing and structures.
The replacement of the existing docking facility would provide docking space for the total up to four (4) vessels at
this location. It appears that the project is CONSISTENT with the use standards set forth in NCAC 07H .0208(b)(6),
including the'% width rule, the eight square foot rule and the pier width rule. The proposed structures would be
located entirely over open water. The proposed structures would not encroach into the adjacent 15' Riparian
Corridor Setback Area requirement. The applicant submitted Certified Letters to the adjacent riparian property
owners, without a Return Receipt Request (Green Card); however, the applicant obtained a Letter of No Objections
from both the adjacent riparian property owners. Further, the adjacent riparian property owner to the north is the
N.C. DOT, which is one of the review agencies for this permit application. If the project is determined to be
consistent with NCAC 07H .0208(b) and (6), it is recommended that any permit issued should include the following
conditions:
This permit authorizes only the 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 structures, whether
floating or stationary, may become a permanent part of the structure without permit modification. No
non -water dependent uses of structures may be conducted on, in, or over public trust waters without
permit modification.
2. No attempt will 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.
3. The authorized structure and associated activity must not cause an unacceptable interference with
navigation and shall not exceed the established pierhead line.
4. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the
U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
5. In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
6. This permit does not authorize the interference with any existing or proposed Federal project, and, the
permittee will 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.
The permittee will 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
project without having the permit transferred to a third -party.
DECEIVED
Continued Recommended Permit Conditions On Next Page SEP 2 6 7014
DCM-MHD CITY

8. This permit authorizes a maximum of four (4) boat slips. At no time shall more than four (4) vessels be
moored or docked at the facility. The restriction of the number of vessels shall apply to all marine vessel
types, including but not limited to motorboats, sailing vessels and personal watercraft.
9. This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorization which may be required.
10. The alignment of the authorized bulkhead must 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 will require the alignment to be
restaked by DCM within a maximum of 30 days prior to the new expected start of construction.
11. The bulkhead must be constructed prior to any backfilling activities.
12. The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure.
13. The bulkhead must 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.
14. The fill material will be clean and free of any pollutants except in trace quantities. Metal products, organic
materials, or unsightly debris will not be used.
15. All backfill material will be obtained from a high ground source and confined behind the permitted bulkhead.
16. No backfill material is to be placed within 30 feet of the normal high water line, except that which will be
used to backfill the area behind the permitted bulkhead.
17. In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
18. This permit does not authorize the interference with any existing or proposed Federal project, and, the
permittee will not be entitled to compensation for damage to the authorized structure orwork, or injurywhich
may be caused from existing or future operations undertaken by the United States in the public interest.
19. The permittee will 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 project without
having the permit transferred to a third -party.
NOTE: Future development of the permittee's property may require a modification of this permit. Contact a
representative of the Division at 910-796-7215 prior to the commencement of any such activity for this
determination.
DECEIVED
SEP 2 6 2014
DCM-MHD CITY

a roister ru�weene wo �`Denus a mMNre��mort io
t 93G1 Defm4
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SRUCNRAL TIMBER &HARDWARE NOTES:
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MATERIAL AND WOOD FABRICATION:
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DCM-MHD CITY
RECEIVED
DCM WILMINGTON, h=
S E P 1 8 2014
S�
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CENTER MOUNT PILE GUIDE
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RECEIVED
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SEP 1 8 2014
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DCM WILMINGTON, NC
S E P 1 S 2014
SEAL
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1.
WORK AS SHOWN ON THESE DESIGN DRAWINGS WILL GENERALLY INVOLVE INSTALLATION OF A NEW STEEL SHEET PILE BULKHEAD LOCATED WATERWARD OF AN EXISTING TIMBER
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BULKHEAD. IN SOME LOCATIONS, THE NEW STEEL SHEET PILE BULKHEAD WILL REPLACE THE EXISTING TIMBER BULKHEAD. ALL WORK SHALL COMPLY WITH THE NC STATE BUILDING
CODE 2012 EDITION.
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2.
ALIGNMENT AND LOCATION OF THE NEW BULKHEAD AS DESCRIBED ABOVE WILL BE BASED UPON OFFSET LINES ESTABLISHED BY THE CONTRACTOR. BASIC LOCATION OF THE NEW
w i
BULKHEAD IS SHOWN ON THE DESIGN DRAWINGS. HOWEVER, THE CONTRACTOR WILL NEED TO FIELD VERIFY ALL INFORMATION SHOWN INCLUDING THE BASIC LAYOUT, PROPERTY
LINES, AND ANY OTHER FEATURES RELEVANT TO INSTALLATION OF THE NEW BULKHEAD. THE ENGINEER SHALL BE NOTIFIED FOR POSSIBLE REVISION TO THE DESIGN DRAWINGS IN
THE EVENT THAT THE BULKHEAD AS LOCATED IN THE FIELD BY THE CONTRACTOR CANNOT BE INSTALLED AS SHOWN ON THE DESIGN DRAWINGS.
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3.
THE NEW SHEET PILE BULKHEAD IS DESIGNED FOR A DISTANCE FROM TOP OF BULKHEAD (TOP OF CONCRETE CAP) TO "MUDUNE' = 10.00 FEET MAXIMUM, A CENTERLINE OF WALE
ELEVATION = 1.00 FEET BELOW THE TOP OF BULKHEAD (THE CONCRETE CAP IS DESIGNED TO ALSO SERVE AS THE WALE), AND A DESIGN SURCHARGE LOAD BEHIND BULKHEAD = 50
PSF.
4. DESIGN SOIL PRESSURES AND ESTIMATES FOR THE SHEET PILE LENGTH HAVE BEEN BASED ON INFORMATION CONTAINED WITHIN A SUBSURFACE INVESTIGATION REPORT BY ECS
CAROLINAS, LLP. SEE ECS REPORT NO.22.19276 DATED 8/09/2013 TO REVIEW THE RESULTS OF THE SUBSURFACE INVESTIGATION PERFORMED ON SITE. LL
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5. THE EXISTING CONDITIONS AS SHOWN ON THE DESIGN DRAWINGS ARE BASED ON AN EXISTING CONDITIONS SURVEY PERFORMED BY ROBER7 SESSOMS &ASSOCIATES, PLLC DATED
8/15114. A COPY OF THE FULL SURVEY CAN BE OBTAINED FROM THE OWNER OR ENGINEER BY REQUEST. THE VERTICAL DATUM IS NAVE) 88.. U
6. NEW STEEL SHEET PILES ARE TO BE PZ22 ASTM A572 GRADE 50 KSI OR BETTER, SHEET PILE LENGTH = 27 FEET MINIMUM. z 6
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7. A CONCRETE 'DEADMAN° ANCHOR TERMINATION IS SPECIFIED FOR THIS PROJECT. THE LOCATION OF THE NEW *DEADMAN" ANCHORS ARE SHOWN ON THE DESIGN DRAWINGS. THIS
LOCATION HAS NOT BEEN COORDINATED WITH ANY EXISTING UTILITIES WHICH MAY EXIST ON SITE; OR ANY FUTURE CONSTRUCTION PROPOSED FOR THE SITE. THE CONTRACTOR w o
WILL NEED TO LOCATE ALL UTILITIES IN THE GENERAL VICINITY OF THE NEW BULKHEAD INSTALLATION AND RELOCATE AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. El
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FURTHER, THE CONTRACTOR SHOULD CONSULT WITH THE OWNER TO COORDINATE THE NEW BULKHEAD INSTALLATION WITH ANY NEW CONSTRUCTION PROPOSED FOR THE SITE. w
AS NOTED PREVIOUSLY, THE ENGINEER SHALL BE NOTIFIED FOR POSSIBLE REVISION TO THE DESIGN DRAWINGS IN THE EVENT THAT THE BULKHEAD CANNOT BE INSTALLED AS ir
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SHOWN ON THE DESIGN DRAWINGS. . k,
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8. STEEL `TIE -BACKS' TO CONNECT THE CONCRETE CAP (WALE) TO THE DEADMAN ANCHORS SHALL BE 1 '% INCH DIAMETER A36 THREADED ROD OR BETTER. THE "TIE -BACKS' ARE TO BE w
SPACED AT T-4" ON CENTER MAXIMUM. THE DESIGN ANCHOR LOAD IS 23,000 LBS (23 KIPS). w
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9. IN LIEU OF THE CONCRETE 'DEADMAN" ANCHOR SYSTEM SHOWN ON THE DESIGN DRAWINGS, THE CONTRACTOR MAY SUBSTITUTE AN APPROVED HELICAL ANCHOR SYSTEM. IF THIS
TYPE OF ANCHOR SYSTEM IS PROPOSED, THE CONTRACTOR SHALL PROVIDE A HELICAL ANCHOR SUBMITTAL TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING THE ANCHOR R
INSTALLATION. THIS SUBMITTAL SHALL INCLUDE A DESCRIPTION OF THE TYPE OF EQUIPMENT USED TO INSTALL THE ANCHORS, THE METHOD USED TO MEASURE INSTALLATION
TORQUE (PRESSURE TO TORQUE CORRELATION, SHEAR PINS), CALIBRATION DATA ON THE TORQUE MEASURING DEVICES, THE MANUAFCTURER'S TORQUE TO ANCHOR CAPACITY IN
CONVERSION FACTOR, AND PRODUCT DATA FOR THE LEAD SECTIONS, EXTENSIONS, THREADED ROD ADAPTERS, TURNBUCKLES, WASHERS AND NUTS, AND OTHER COMPONENTS OF
THE COMPLETE ANCHOR ASSEMBLY. A CLEAR SKETCH OF THE PROPOSED ANCHOR ASSEMBLY SHALL BE INCLUDED. THE SUBMITTAL SHALL DEMONSTRATE THAT THE ASSEMBLY
WILL HAVE THE SPECIFIED 23.0 KIP WORKING CAPACITY. SEP
10. MISCELLANEOUS STEEL PLATE AND ANGLES SHALL BE ASTM A 36 OR BETTER. DCh
11. ALL HARDWARE AND TIE ROD/ANCHOR MATERIAL SHALL BE HOT DIPPED GALVANIZED AND TOUCHED UP WITH COLD GALVANIZING IN THE FIELD AFTER INSTALLATION.
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12. ALL REINFORCED CONCRETE SHALL COMPLY WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301 AND "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 318. z
13. CAST -IN -PLACE CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R. DURING HOT WEATHER THE CONTROL OF PLACEMENT, PROTECTION AND CURING SHALL COMPLY (��+E I V ED
WITH ACI 305R. WHEN THE MEAN DAILY TEMPERATURE IS BELOW 40 DEGREES F, THE CONTROL OF PLACEMENT, PROTECTION AND CURING SHALL COMPLY WITH ACI 306R. DCM WILMINGTON, N
14. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS = 4000 PSI. UP P IS 2014
15. REINFORCING STEEL SHALL COMPLY WITH ASTM AW5, GRADE 60. CONTINUOUS REINFORCING (CONCRETE CAP AND DEADMAN LONGITUDINAL BARS) SHALL HAVE A MINIMUM LAP
SPLICE OF 36 BAR DIAMETERS UNLESS NOTED OTHERWISE. an"49
16. PROVIDE EPDXY COATED REINFORCING WITHIN THE CONCRETE CAP. THE COATING SHALL COMPLY WITH ASTM A775. INSTALL EPDXY COATED BARS IN ACCORDANCE WITH ASTM ``° CA
D3963 AND/OR ACI 301. ANY DAMAGED COATING SHALL BE REPAIRED WITH A TWO-PART EPDXY MATERIAL APPLIED IN COMPLIANCE WITH THE MATERIAL MANUFACTURER'S�a��,��� FESS)>
RECOMMENDATIONS AND ASTM A775. Q
17. CLEAR CONCRETE COVER ON REINFORCING: ALL SIDES OF CONCRETE CAP AND DEADMAN = 2 INCHES. SEAL
18. PROVIDE CLASS 3 BAR SUPPORTS. o 5
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19. PROVIDE'CRACK CONTROL" JOINTS WITHIN THE CONCRETE CAP LOCATED AT 30 FEET ON CENTER MAXIMUM. �+ A Jet
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NEW BULKHEAD SECTION'
1 W*14 RE4SSUEWRH NEW DATE
0 RM2114 ISSUED FOR PERWrMON,STRUCTION
VISM DATE DESCRIPTION
PROJECT. NEW BULKHEAD
TAUDiTORIUM CIRCLE
WRIGHTSVILLE BEACH, NC 28480
PYRTLE ENGINEERING & DESIGN PLLC
NC LICENSE P-0877
103 S. SEA LILY COURT
HAMPSTEAD, NC 28W

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STRUCTURALINOTE
1-. WORK AS SHOWN ON THESE DESIGN DRAWINGS WILL.GENERALLY INVOLVE INSTALLATION OF ANEW STEEL SHEET PILE BULKHEAD LOCATED. WATERWARD OF. AN EXISTING TIMBER
BULKHEAD. IN SOME LOCATIONS, THE NEW STEEL SHEET PILE BULKHEAD WILL REPLACE THE EXISTING TIMBER BULKHEAD. ALL WORK SHALL COMPLY WITH THE NC STATE BUILDING
CODE2012 EDITION_
2, ALIGNMENT AND LOCATION OF THE: NEW BULKHEAD AS DESCRIBED ABOVE" WILL BE.BASEDUPON OFFSET LINES ESTABLISHED BY THE, CONTRACTOR.. BASIC LOCATION OF THE NEW
BULKHEAD IS SHOWN ON THE DESIGN DRAWINGS. HOWEVER, THE CONTRACTOR WILL NEED TO FIELD VERIFY ALL INFORMATION SHOWN INCLUDING THE BASIC LAYOUT, PROPERTY
LINES, AND ANY OTHER FEATURES RELEVANT TO INSTALLATION OF THE NEW BULKHEAD. THE ENGINEER SHALL BE NOTIFIED FOR POSSIBLE REVISION TO THE DESIGN DRAWINGS IN
THE EVENT THAT THE BULKHEAD. AS LOCATED IN THE FIELD BY THE CONTRACTOR CANNOT BE INSTALLED AS SHOWN ON THE DESIGN DRAWINGS.
3. THE NEW SHEET PILE BULKHEAD: IS DESIGNED FOR A DISTANCE FROM TOP OF BULKHEAD (TOP OF CONCRETE CAP) TO "MUDLINE° = 10.00'FEET MAXIMUM, A CENTERLINE OF WALE
ELEVATION = 1.00 FEET BELOW THE TOP OF BULKHEAD (THE CONCRETE CAP IS DESIGNED TO ALSO SERVE AS THE WALE), AND A DESIGN SURCHARGE LOAD BEHIND BULKHEAD = 50
PSR
4. DESIGN SOIL PRESSURES ANp ESTIMATES FOR THE SHEET PILE LENGTH HAVE BEEN BASED ON INFORMATION CONTAINED WITHIN ASUBSURFACE INVESTIGATIONREPORT BY ECS
CAROUNAS, LLP, SEE ECS'REPORT NO.22.19276 DATED Sft 2013 TO REVIEW THE RESULTS OF THE SUBSURFACE INVESTIGATION PERFORMED -ON SITE.
51 THE EXISTING CONDITIONS AS SHOWN ON THE DESIGN DRAWINGS ARE BASED ON AN EXISTING CONDITIONS SURVEY PERFORMED BY ROBERT SESSOMS 8 ASSOCIATES, PLLC DATED
8115114; A COPY OF THE FULL SURVEY CAN BEOBTAINED FROM THE OWNER OR ENGINEER BY REQUEST. THE VERTICAL DATUM IS NAVD 86.
6: NEW STEEL SHEET PILES ARE TO BE PZ22 ASTM A572 GRADE 60 KSI OR BETTER. SHEET PILE LENGTH = 21 FEET MINIMUM.
1. ACONCRETE "DEADMAN" ANCHOR TERMINATION IS SPECIFIED FOR THIS PROJECT. THE LOCATION OF THE NEW "DEADMAN" ANCHORS ARE SHOWN ON THE DESIGN DRAWINGS. THIS
LOCATION HAS NOT BEEN COORDINATED WITH ANY EXISTING UTILITIES WHICH MAY EXIST ON SITE; OR ANY FUTURE CONSTRUCTION PROPOSED FOR THE SITE. THE CONTRACTOR
WILL NEED TO LOCATE ALL UTILITIES IN THE GENERAL VICINITY OF THE NEW BULKHEAD INSTALLATION AND RELOCATE AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION,
FURTHER,. THE CONTRACTOR SHOULD CONSULT WITH THE OWNER TO COORDINATE THE NEW BULKHEAD INSTALLATION WITH ANY NEW CONSTRUCTION PROPOSED FOR THE SITE.
AS NOTED PREVIOUSLY;, THE ENGINEER SHALL BE NOTIFIED FOR POSSIBLE REVISION TO THE DESIGN DRAWINGS IN THE EVENT THAT THEBULKHEADCANNOT BE INSTALLED AS
SHOWN 'ON .THE DESIGN'DRAWINGS,
B. STEEL "TIE-BACKS`TO CONNECT THE CONCRETE CAP (WALE) TO THE DEADMAN ANCHORS SHALL $E 1 '/+ INCH DIAMETER A36 THREADED ROD OR BETTER: THE "TIE -BACKS' ARE TO BE
SPACED ATT'-4"'ON CENTERMAXIMUM. THE DESIGN ANCHOR LOARIS 23,000LBS (23 KIPS),
9. IN LIEU OF THE CONCRETE "DEADMAN" ANCHOR SYSTEM SHOWN ON THE DESIGN DRAWINGS, THE CONTRACTOR MAY SUBSTITUTE AN APPROVED HELICAL ANCHOR SYSTEM. IF THIS
TYPE OF ANCHOR SYSTEM IS PROPOSED, THE CONTRACTOR SHALL PROVIDE HELICAL ANCHOR SUBMITTAL TO THE ENGINEER FOR APPROVAL PRTORTO BEGINNING THE ANCHOR
INSTALLATION. THIS SUBMITTAL SHALL INCLUDE A DESCRIPTION OF THE TYPE'OF EQUIPMENT USED TO -INSTALL -THE ANCHORS, THE METHOD USEDTO MEASURE INSTALLATION
TORQUE (PRESSURE TO TORQUE CORRELATION, SHEAR PINS), CALIBRATION DATA ON. THE TORQUE MEASURING DEVICES, THE MANUFFCTURER'S TORQUE TO ANCHOR CAPACITY
CONVERSION FACTOR, AND PRODUCT DATA FOR THE LEAD SECTIONS, EXTENSIONS, THREADED RODADAPTERS, TURNBUCKLES, WASHERS AND NUTS AND OTHER COMPONENTS OF
THE COMPLETE ANCHOR ASSEMBLY. A CLEAR SKETCH OF -THE PROPOSED ANCHOR ASSEMBLY SHALL BE INCLUDED, THE SUBMITTAL SHALL DEMONSTRATE THAT THE ASSEMBLY
WILL HAVE THE SPECIFIED 23.0 KIP WORKING CAPACITY.
10. MI$CELLANEOUS STEEL PLATEAND ANGLES SHALL BE ASTM A 36OR BETTER.
11, ALL HARDWARE AND THE RODIANCHOR MATERIAL SHALL 13EHOT DIPPED GALVANIZED AND TOUCHED UP WITH COLD GALVANIZING IN THE FIELD AFTER INSTALLATION.
12. ALL REINFORCED CONCRETE SHALL COMPLY WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301 AND "BUILDING CODE REQUIREMENTS FORREINFOFtCED
CONCRETE"ACI3%
13. CAST4N-PLACE CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R. DURING HOT WEATHER THE'CONTROL OF PLACEMENT, PROTECTION AND CURING SHALL COMPLY
WITH Ad365R; WHEN'THE MEAN DAILY TEMPERATURE IS BELOW'40 DEGREESF, THE CONTROL OF PLACEMENT, PROTECTION AND CURING SHALL COMPLY WITH ACI 36611.
14. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS = 4000 PSL
15. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. CONTINUOUS REINFORCING (CONCRETE CAP AND DEADMAN LONGITUDINAL BARS) SHALL HAVE A MINIMUM LAP
SPLICEOF 36 BAR DIAMETER8 UNLESS NOTED OTHERWISE.
16. PROVIDE EPDXY COATED REINFORCING WITHIN THE CONCRETE CAP. THE COATING SHALL COMPLY WITH ASTM A775. INSTALL EPDXY COATED BARS IN ACCORDANCE WITH ASTM
D3963 AND/OR ACI 301. ANY DAMAGED COATING SHALL BE REPAIRED WITH A TWO-PART EPDXY MATERIAL APPLIED IN COMPLIANCE WITH THE MATERIAL MANUFACTURER'S
RECOMMENDATIONS AND ASTM A775.
47. CLEAR CONCRETE COVER ON REINFORCING: ALL SIDES OF CONCRETE CAP AND DEADMAN = 21NCHES.
18. PROVIDE CLASS 3 BAR SUPPORTS.
m r* `CRACK CONTROL" JOINTS WITHIN THE CONCRETE CAP LOCATED AT 30.FEET ON CENTER MAXIMUM.
OCT 02 ?M4
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