20191287 Ver 1_CAMA Application_20190924

FOR REGISTRATION REGISTER OF DEEDS
Karen S. Hardesty
Carteret County, NC
June 19, 2019 3:31:18 PM
DEED # Pages: 3
Fee:$26.00 , NO Revenue Stamp: $0.00
FILE # 1641125
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Submitted electronically by "ATTORNEY DONNA 7. BOGGS, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.

1641126
STATE OF COLORASO Trod
• IF •TOM=
Yd.
I, jq~ e,�_ 'n Notary Public for State and County shown above, do
hereby cen* that Joan MacNair Petty and Glenn Thomas Petty personally appeared before me
this day and acknowledged the due execution of the foregoing document.
This the Piro day of June, 2019.
Notary Public
My Commission Expires: A?
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MY COM01
MJSSJ M7� JULYp, X022
RECEIVED
AUG 2 S 2019
DCM-MHD CITY

1641126
ATTACHMENT
BEING all of Lot 23, Hackers Pant Subdivislon as shown on a plat papered by Stroud Engineering, PA. recorded In Map Book
29, Page 24, Carteret County Registry, reference to said map being made for greater certainlyof description.
RECEIVED
AUG 2 8 2019
DCM-MHD CITY
PETTY
113 Maxwell Dme, Hinters Island, NO 28531

0
NtORi H CAROLINA.
lnvvr�rmnnal ihr✓lay
September 23, 2019
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
greog.bodnar(Wricdenngov
SUBJECT: CA MA Major Permit Application Review
Applicant:
Glenn & Joan Petty
Project Location:
113 Maxwell Dr. Harkers Island, Carteret County
Proposed Project:
Proposes to replace existing pier and dredge
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Dlrecroq Dlvlsian ofCoaslal
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by October 21, 2019. If you have any questions
regarding the proposed project, contact Heather Styron [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT
I_Celgk1[NI
SIGNATURE
DATE
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

August 27, 2019
AVOLIS ENGINEERING, PA
P.O. Box 15564 New Bern, North Carolina 28561 252.633.0068 - License No. C-0706
Mr. Ryan Davenport
Client and Enforcement Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
RE: CAMA Permit
Petty Residence, 113 Maxwell Drive, Harkers Island, Carteret County, North Carolina
AE Project No. 19052
Dear Ryan:
Enclosed please find our CAMA Permit application package for the above -referenced project consisting of
the following:
• Project Plans (Three Copies)
• CAMA Application with Narrative (Original and One Copy)
• Property Deed (One Copy)
• Riparian Owner Statements with Cover Letters and Certified Mail Green Card Receipts (One Copy)
• Authorized Agent Form (Original)
• Digital Copy of All Documents (CD and Thumb Drive)
• $400 Permit Fee
We appreciate your assistance.
Should you have any questions, please do not hesitate to call.
Sincerely,
Kevin Avolis, P.E.
Wce-President
RECEIVED
AUG 2 S 2019
DCM-MHD CITY

acM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Joan
MI
M
Last Name
Petty
Avolis Engineering, Pa
Applicant 2: First Name
Glenn
MI
T
Last Name
Petty
Agent/ Contractor 1: First Name
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
776 Ransdell Road
PC Box
City
Louisburg
State
NC
ZIP
27549
Country
USA
Phone No.
919-669-9877
ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
15564
2. Agent/ContractorInformation
Business Name
Avolis Engineering, Pa
Agent/ Contractor 1: First Name
MI
Last Name
J. Kevin
Avolis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PC Box
City
State
15564
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28561
252-633-0068 ext.
252-671-9333 ext.
FAX No.
Contractor #
C-0706
Street Address (if different from above)
City
State
ZIP
5405 Morton Road
New Bern
NC
28562 -
Email
RECEIVED
[e-mail]
<Form continues on back>
AUG 2 S 2019
DCM-MHD CITY
11.52 808416'oa .. 1-Sb3-d1*C0A`t' www nccoasialman&gement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3, Projecaocation
County (can be multiple)
Street Address
State Rd. #
Carteret
113 Maxwell Drive
30,086 SF, 0.69 AC
Subdivision Name
City
State
Zip
Harkers Point
Harkers Island
NC
28531 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
919 - 669 - 9877 ext.
23, 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Brooks Creek
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
North River
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.
4. Site'Descilptilon
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
151.2
30,086 SF, 0.69 AC
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
Grass vegetation in yard area, coastal grasses and shrubby vegetation along shoreline.
I.
Man-made features and uses now on tract
Lot is occupied by residential dwelling. Existing pier and boat lift is located in Brooks Creek servicing this property.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Single-family residential dwellings about the property on each side.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(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 [INA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
AUG 2 8 2019
nnM MHD61TY
252-808.2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (it) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater disposed is to public sewer system servicing Harkers Point Subdivision.
o. Describe existing drinking water supply source.
Existing well on site.
p, Describe existing storm water management or treatment systems.
All stormwater runoff occurs through sheet flow action to vegetated areas off site.
5. Acfivitl®s 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.
The proposed pier and boat lifts will allow for the storage and use of boats for recreational purposes on the adjoining coastal
waters. The dredging activities will ensure proper access to adjoing channel areas.
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.
Dredging - Excavator (1), Barge (1), Dump Truck (1)
Pier - Barge (1), Pile Driver (1)
See also attached Narrative.
d.
List all development activities you propose.
Construction of pier walkway, platform and shelter area. Construction of two (2) boat lifts. Completion of dredging in area of
new dock facility.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
I.
What is the approximate total disturbed land area resulting from the proposed project? 100 ®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.
The only runoff from the proposed project will be from rainfall runoff from the pier structure. No concentrated runoff will
occur.
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 [INA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
AUG 2 g 2019
252-808.2808 :: 1-888-4RCOAST :: www.nccoas1tDrMh&M"B0ft "t

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional infohrration
- In addition to this completed application form, (MP -1) the Po/lowing items below, if applicable, must be submitted in order for the application
package. to be complete. Items (a). -.(t). are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below. -
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the she.
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 John Kevin Avolis Phone No. M -6711-9&n _
Address 102 Gfeekview Road, New Bern, NC 28562 -
Name Josh Lane Phone No.
Address 10590 Highway 55 West, Dover, NC 28526
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.
Not Known
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
Z Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development aescriDea in me appucauon.
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 certi that the information provided in this application is truthful to the best of my knowledge.
Date Print Name Joan MacNair Petty & Glenn Thomas Petty
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
RECEIVED
AUG 2 S 2Gi9
[)nh- wn UTY
252.808.2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.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.
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
432 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 RSB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
Allow proper access to pier facilities.
a. Location of disposal area.
Approved Contractor Disposal Area
c. (i) Do you claim title to disposal area?
❑Yes RNo [INA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL RNone
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be excavated.
Silty Sand
d. High -ground excavation in cubic yards.
None
❑This section not applicabl
b. Dimensions of disposal area.
To be determined.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
I. (i) Does the disposal include any area in the water?
❑Yes RNo [INA
(ii) If yes, how much water area is affected?
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net
RECEIVED
AUG 2 8 2019
DCM-MHD CITY
revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
47.5
Width
48.3
Avg. Existing
2'
NA
NA
Depth
Final Project
4.5'
NA
NA
Depth
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
432 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 RSB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
Allow proper access to pier facilities.
a. Location of disposal area.
Approved Contractor Disposal Area
c. (i) Do you claim title to disposal area?
❑Yes RNo [INA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL RNone
(ii) Describe the purpose of disposal in these areas:
b. Type of material to be excavated.
Silty Sand
d. High -ground excavation in cubic yards.
None
❑This section not applicabl
b. Dimensions of disposal area.
To be determined.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
I. (i) Does the disposal include any area in the water?
❑Yes RNo [INA
(ii) If yes, how much water area is affected?
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net
RECEIVED
AUG 2 8 2019
DCM-MHD CITY
revised: 12/26/06

Form DCM MIP -2 (Excavation and Fill, Page 2 of 2)
3. 40410 INE.3f$Thissecti'gn n&OpplTcable7
(if development is a wood groin, use MP -4 — Structures)
a. Tvoe of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:_ Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill Other
L Source of fill material.
4. OTH�Ii-144 ACTMFIES,
effZ ding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(iv) Purpose of fill
f. (i) 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.
REGENhu
AUG 2 8 2019
is section not applicab1a
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g.,
controlled? backhoe, or hydraulic dredge)?
No upland excavation/fill will occur. Excavator, Barge, Dump Truck
c. (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.
Date
Pier Replacement & Dredging
113 Maxwell Drive, Harkers Island, North Carolina
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Joan Machlair Petty & Glenn Thomas Patty
Applicant Name
Mn
1 r I �.
A plicantSignature
252-808-2808:: 1-888-4RCOAST :: www.nccoastalmanagem_ e_nt.net revised: 12/26106

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 [I This, section not appllCab{s,
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑PubliclGovernment ®Private/Community ❑Yes NNo
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes NNo
(ii) Number 1
If yes:
(iii) Length 117' (100' Walkway)
(ii) Number
(iv) Width 5'
(iii) Length
(v) Floating ❑Yes NNo
(iv) Width
(v) Floating ❑Yes []No
e. (i) Are Platforms included? ®Yes []No
f. (i) Are Boallifts included? ®Yes ❑No
If yes:
If yes:
(ii) Number 1
(ii) Number 2
(iii) Length 21
(iii) Length 18'
(iv) Width 17
(iv) Width 12'
(v) Floating ❑Yes NNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
2
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
2
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 25'
m. (i) Will the facility have lie pilings?
❑Yes NNo
(ii) If yes number of lie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open Runabout
I. (i) Will the facility be open to the general public?
❑Yes ®NoRECEIVED
AUG 2 8 2019
DCM-MHD CITY
252-808-2808 :: 1-888-411COAST :: www.nccoa_stalmanagement.net revised: 12/27/06

Form DCM MP -4 (structures, Page 2 of 4)
I2 ��CIClNQfi`dCILyTti'/161.d�TNAOIt�RAl`IOIVS �Th'l�secl!4�t�aat�lRl��C�b//�`
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?
RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? AUG 2 8 2019
❑Yes []No
DCM-MHD CITY
252.808-2808 :: 1-888.4RCOAST :: v .nccoastalmanagement.net revised: 12/27106

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marina/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 ❑None
p. Is the proposed marinaldocking 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.
3.'BOATHOUSE (including covered figs) ❑This section not appliggbia .�
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublidGovernment ®Private/Community
(ii) Number 1
(iii) Length 18 (Drip Line)
(iv) Width 13 (Drip Line)
Note: Roofed areas are calculated from dripline dimensions.
4.0 ROIN' (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) E9 This section hot appliC,704
a. (i) Number
(ii) Length
(iii) Width
5, BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not appica61e
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
B. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
C . Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.
e. Arc of the swing _
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808:: 1-8884RCOAST :: www.nccoastalmanagement.net
AUG 2 S 2019
rr ll-mhun r1TY
revised: 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of slructure(s) to adjacent docking facilities.
38' (East) 43.4' (West) 55.7' (East) 66.2' (West)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
188'
d. Water depth at watenvard end of structure at NLW or NWL
1.5 Feet Deep 0 NLW (Existing)
4.5 Feet Deep 0 NLW (Proposed)
e. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No [INA
(ii) If yes, explain what type and how they will be implemented.
B. OTH R Thls $6, tIon got app b(e,'r
a. Give complete description:
8121 1 I°I
Rete
Pier Rgpjacement Dredging
113 Maxwell pl!Ye, Markers Island, North Carolina
Project Name
Joan MacNair Petty/Glenn Thomas Petty
Applicant Name
ApPicantjSigtlsture
SECENED
4UG 2 6 2019
(}{ 'tJl-NIHD CITY
252.808-2808 :: 1-888.4RCOAST :: ww_w.nccoastalmanagement.net revised: 12/27/06

PROJECT NARRATIVE
Pier Replacement and Dredging
113 Maxwell Drive
Harkers Island, North Carolina
The owners of the property located at 113 Maxwell Drive in Harkers Island, Carteret County,
North Carolina, Mrs. Joan MacNair Petty and Mr. Glenn Thomas Petty are proposing to replace
the existing pier and boat lift facilities that are located adjacent to their residence on Brooks
Creek. The existing pier and boat lift facilities were damaged by recent and past storm events
and are in a state of disrepair.
It is proposed that the existing timber pier and single boat lift be removed in its entirety. All
timber piles will be completely removed by pulling with a barge mounted excavator. No
bottom disturbance is proposed to occur associated with the planned demolition activities.
Following demolition, it is proposed that dredging activities as outlined on the project plans be
completed. The dredging activities are required to increase water depths at the pier facilities to
allow proper access for boating activities. The extent of dredging depicted on the project plans
was minimized to the extent possible to ensure full access to the adjacent channel area and
access to the proposed boat lifts. All dredging will be completed with a barge -mounted
excavator. Dredge spoil will be stockpiled within a secure enclosure on the barge. The spoil will
be transported to a remote unloading area where it will be unloaded into dump trucks and
transported to an approved dredge spoil disposal area. A total of approximately 432 cubic
yards of dredge spoil will be generated by the excavation. All dredging activities will be
completed by a competent local dredging contractor who will be selected after the CAMA
permitting process has been completed.
Following the dredging operation, a new timber -framed and concrete decked (Hog Slat
Decking) pier walkway and platform will be constructed. A sheltered area covering a total of
234 SF (drip line) will be constructed over a portion of the platform area. Two boat lifts will be
installed as shown on the project plans. Piles for the new pier and the boat lifts will be installed
utilizing a barge -mounted pile driver. Decking installation will be completed from the barge
and from upland areas of the site. Normal hand tools will also be employed to complete the
construction. All construction waste will be collected on upland areas of the site and will be
properly disposed of.
It is proposed that no coastal wetland areas or coastal vegetation be disturbed to complete the
project.
RECEIVED
AUG 2 S 2019
DCM-MHD CITY

FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Glen Petty
2. LOCATION OF PROJECT SITE: 113 Maxwell Dr., Harkers Island
Latitude: 34°42'40.83"N Longitude: 76°34'56.89"W
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -9/10/19
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 8/28/19
2294ft2
Application Complete- 8/28/19
995112
Office — Morehead City
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Carteret County
Land Classification from LUP — Limited Transition
(B)
AEC(s) Involved: EW, PTA
(C)
Water Dependent: (yes)
(D)
Intended Use: Private
(E)
Wastewater Treatment: Existing — Community
Planned — NA
(F)
Type of Structures: Existing — Residents, Dock
Planned — New Excavation
(G)
Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
1) 7INZl1M
A) Open Water
2294ft2
657ft2
995112
(B) Coastal Wetlands
300112
(D) Total Area Disturbed: 3589ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA
(G) Shellfish Classification: closed
8. PROJECT SUMMARY: The applicant is proposing to excavate around their proposed
dock and create a channel to connect to the existing channel leading into the Harker's
Island Harbor of Refuge.

Field Investigation Report:
Glenn Petty
Page 02
9. NARRATIVE DESCRIPTION: The Glenn Petty project is located at 113 Maxwell Dr.
on Harkers Island adjacent Brooks Creek. Brooks Creek connects to Back Sound and has
an existing federal channel connecting to Harker's Island Harbor of Refuge.
This property is .69 ac in its entirety and has an existing single family home. Extending
off of high ground is a two slip docking facility. A 50' fringe of high and low marsh exists
along the shoreline. There are oysters in the intertidal zone along the shoreline. The
bottom of Brooks Creek in this area is mostly sand and silt with patches of SAV near
shore. The channel leading into the Harkers Island Harbor of Refuge is approx. 30'
offshore of the existing dock. A new channel West of this project was excavated and
authorized under CAMA Major Permit #29-19. Water depths around the existing dock are
-1' to -2' at NLW. Water depths in the harbor of refuge channel are -4' to -6'.
The Division of Water Resources classifies this area of Core Sound as SA waters. This is
not a Primary Nursery Area. This portion of Brooks Creek is closed to harvesting
shellfish. The parcel is classified in the Carteret Co. LUP as Limited Transition.
10. PROJECT DESCRIPTION: Glenn Petty is proposing to construct a new dock in the same
footprint of the existing dock. The new dock would have a 17'X21' covered platform. A
13'X13' boatlift would be placed on each side of the platform. No additional shading
impacts to Coastal Wetlands would occur. The docking facility would have a total of two
slips. Additionally, Mr. Petty wishes to excavate a new basin surrounding the dock. The
proposed basin would extend off the existing harbor of refuge channel. It would be 47.5'
long and 48.3' wide with a final depth of -4.5' at NLW. A total of 213 cubic yards of
material would be excavated during this project. Spoils would be trucked offsite to an
approved location to be determined. Offloading of barges would occur in Brooks Basin. No
additional slips would result from the project. There are patches of SAV existing along the
shoreline but none were noted in the excavation area at the time of site visit. Excavation
would occur 35' away from nearest Coastal Wetlands. Applicant has chosen not to connect
to basin to the West because of connecting water depths.
11. ANTICIPATED IMPACTS: Excavation will result in the disturbance of 2294sq ft of
shallow bottom habitat that has not been previously excavated. Turbidity impacts can be
expected during the removal of the 213 cubic yards of material. Final bottom soundings
will be -4.5' NLW connecting to -6' NLW and greater. Intended use of this project is for
boating ingress and egress to an existing two slip docking facility that will be replaced in
the same footprint. The 300ftz of Coastal Wetland shading would remain the same. The
dock would usurp 995ftz of PTA and shade 657ftz.
Name: Ryan Davenport Date: 9/11/19 Morehead City

Gem MP -1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable) -
Applicant 1: First Name
Joan
MI
M
Last Name
Petty
Avolis Engineering, Pa
Applicant 2: First Name
Glenn
MI
T
Last Name
Petty
Agent/ Contractor 1: First Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address -
776 Ransdell Road
PC Box
City
Louisburg
State
NC
ZIP
27549
Country
USA
Phone No.
919 - 669
- 9877 ext.
MI
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
PC Box
City
2. Agent(ContractorInformation
Business Name
Avolis Engineering, Pa
Agent/ Contractor 1: First Name
MI
Last Name
J. Kevin
Avolis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PC Box
City
State
15564
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28561
252-633-0068
ext.
252-671-9333 ext.
FAX No.
Contractor #
C-0706
Street Address (if different from above)
City
State
ZIP
5405 Morton Road
New Bern
NC
28562 -
Email
[e-mail]
<Form continues on back>
REGtI V w
AUG 0 S Z019
252-808-2808 .. 1.888-4RCOAST ., www.nccoostatmauagemer3`i1M-MHD

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
113 Maxwell Drive
151.2
Subdivision Name
City
State
Zip
Harkers Point
Harkers Island
NC
28531 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
919 - 669 - 9877 ext.
23,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Brooks Creek
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
North River
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.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
151.2
30,086 SF, 0.69 AC
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NW L (normal water level)
(If many lot sizes, please attach additional page with a list)
6 ®NHW or ❑NWL
e.
Vegetation on tract
Grass vegetation in yard area, coastal grasses and shrubby vegetation along shoreline.
f.
Man-made features and uses now on tract
Lot is occupied by residential dwelling. Existing pier and boat lift is located in Brooks Creek servicing this property.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Single-family residential dwellings about the property on each side.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(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 [INA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
AUG 0 S 2019
252.808.2808 :: 11.888.41RCOAST :: www.nccoastalmanagemen©OM-MID CITY

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ®Yes ONO
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater disposed is to public sewer system servicing Harkers Point Subdivision.
o. Describe existing drinking water supply source.
Existing well on site.
p. Describe existing storm water management or treatment systems.
All stormwater runoff occurs through sheet flow action to vegetated areas off site.
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.
The proposed pier and boat lifts will allow for the storage and use of boats for recreational purposes on the adjoining coastal
waters. The dredging activities will ensure proper access to adjoing channel areas.
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.
Dredging - Excavator (1), Barge (1), Dump Truck (1)
Pier- Barge (1), Pile Driver (1)
See also attached Narrative.
d. List all development activities you propose.
Construction of pier walkway, platform and shelter area. Construction of two (2) boat lifts. Completion of dredging in area of
new dock facility.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
I. What is the approximate total disturbed land area resulting from the proposed project? 100 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The only runoff from the proposed project will be from rainfall runoff from the pier structure. No concentrated runoff will
occur.
i. Will wastewater or stormwater be discharged Into a wetland? [--]Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes (-]No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
<Form continues on back> RECEIVED
08 2019
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
DCM.MHD CITY

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (n are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. 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 John Kevin AVolis Phone No. 252-671-9333
Address 102 Creekview Road, New Bern, NC 28562
Name Josh Lane Phone No.
Address 10590 Highway 55 West, Dover, NC 28526
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.
Not Known
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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
Print Name Joan MacNair Petty & Glenn Thomas Petty
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
RECEIVED
G 0 8 2019
252.808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.notDCWMIAD CITY

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
432 Cubic Yards
c. (1) 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
(ii) Describe the purpose of the excavation in these areas:
Allow proper access to pier facilities.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Approved Contractor Disposal Area
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
E] This section not applicable
b. Type of material to be excavated.
Silty Sand
d. High -ground excavation in cubic yards.
None
[]This section not applicable
b. Dimensions of disposal area.
To be determined.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
AUG 0 8 2019
ncM-MHD CITY
252-808.2808 :: 1.888.4RCOAST :: www.nccoastTlmanadement_net revised: 12!26106
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
47.5
Width
48.3
Avg. Existing
2'
NA
NA
Depth
Final Project
4.5'
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
432 Cubic Yards
c. (1) 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
(ii) Describe the purpose of the excavation in these areas:
Allow proper access to pier facilities.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Approved Contractor Disposal Area
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
E] This section not applicable
b. Type of material to be excavated.
Silty Sand
d. High -ground excavation in cubic yards.
None
[]This section not applicable
b. Dimensions of disposal area.
To be determined.
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No [INA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
AUG 0 8 2019
ncM-MHD CITY
252-808.2808 :: 1.888.4RCOAST :: www.nccoastTlmanadement_net revised: 12!26106

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other:_ Width: _
c. Average distance watenvard of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill_ Riprap _
Breakwater/Sill Other
I. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
[_]Yes ❑No []NA
(it) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feel affected.
(iii) Dimensions of fill area ❑CW ❑SAV _ ❑SB
(iv) Purpose of fill []WL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equil
controlled? backhoe, or hydraulic dredge),.
No upland excavation/fill will occur. Excavator, Barge, Dump Truck
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
Dale
Pier Replacement & Dredging
113 Maxwell Drive, Harkers Island, North Carolina
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Joan MacNair Petty & Glenn Thomas Petty
Applicant Name
Applicant Signature RECEIVhD
AUG 0 S 2019
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net DCM-9Hk9V M6106

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) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 117' (100' Walkway)
(iv) Width 5'
(v) Floating []Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 21
(iv) Width 17
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dnpline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
2
I. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
[]Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 25
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
El This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width _
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 18'
IN) Width 12'
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 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
I. (i) Will the faci�lityy be open to the general
,quWirr?EIVED
❑Yes Q9No
AUG 062019
DCM-MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmqanaggment.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (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?
m. Is the madnaidocking facility proposed within a primary or secondary nursery area?
❑Yes ❑No AUG 0 8 2019
252-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanaruement.net revised; 12127/00

Form DCM MP -4 (structures, Page 3 of 4)
n. Is the madna/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
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 feel affected.
❑CW ❑SAV ❑SB
OWL ❑None
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.
3. BOATHOUSE (including covered lifts) ❑This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ®Private/Community
(ii) Number 1
(iii) Length 18 (Drip Line)
(iv) Width 13 (Drip Line)
Note: Roofed areas are calculated from ddpline dimensions.
4, GROIN (e.g., wood, sheetpile, etc. ff a rock groin, use MP -2, Excavation and Fitt.) ®This section n=ot ppl
a. (i) Number
(ii) 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): b. Number
❑Commercial ❑PubliGGovernment ❑Private/Community
c. Distance to be placed beyond shoreline J. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
RECEIVED
AUG 0 8 2019
^CAA-DAHD CITY
252.808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12/27106

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of struclure(s) to adjacent docking facilities.
38' (East) 43.4' (West) 55.7' (East) 66.2' (West)
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
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
1.5 Feet Deep (M NLW (Existing)
4.5 Feet Deep (c) NLW (Proposed)
8. OTHER ®This section not applicable
a. Give complete description:
Date
Pier Replacement Dredging
113 Maxwell Drive, Harkers Island, North Carolina
Project Name
Joan MacNair Pelty/Glenn Thomas Petty
Applicant Name
Applicant Signature
RECEIVED
AUG 0 8 2019
Mvi-mIAD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

PROJECT NARRATIVE
Pier Replacement and Dredging
113 Maxwell Drive
Harkers Island, North Carolina
The owners of the property located at 113 Maxwell Drive in Harkers Island, Carteret County,
North Carolina, Mrs. Joan MacNair Petty and Mr. Glenn Thomas Petty are proposing to replace
the existing pier and boat lift facilities that are located adjacent to their residence on Brooks
Creek. The existing pier and boat lift facilities were damaged by recent and past storm events
and are in a state of disrepair.
It is proposed that the existing timber pier and single boat lift be removed in its entirety. All
timber piles will be completely removed by pulling with a barge mounted excavator. No
bottom disturbance is proposed to occur associated with the planned demolition activities.
Following demolition, it is proposed that dredging activities as outlined on the project plans be
completed. The dredging activities are required to increase water depths at the pier facilities to
allow proper access for boating activities. The extent of dredging depicted on the project plans
was minimized to the extent possible to ensure full access to the adjacent channel area and
access to the proposed boat lifts. All dredging will be completed with a barge -mounted
excavator. Dredge spoil will be stockpiled within a secure enclosure on the barge. The spoil will
be transported to a remote unloading area where it will be unloaded into dump trucks and
transported to an approved dredge spoil disposal area. A total of approximately 432 cubic
yards of dredge spoil will be generated by the excavation. All dredging activities will be
completed by a competent local dredging contractor who will be selected after the CAMA
permitting process has been completed.
Following the dredging operation, a new timber -framed and concrete decked (Hog Slat
Decking) pier walkway and platform will be constructed. A sheltered area covering a total of
234 SF (drip line) will be constructed over a portion of the platform area. Two boat lifts will be
installed as shown on the project plans. Piles for the new pier and the boat lifts will be installed
utilizing a barge -mounted pile driver. Decking installation will be completed from the barge
and from upland areas of the site. Normal hand tools will also be employed to complete the
construction. All construction waste will be collected on upland areas of the site and will be
properly disposed of.
It is proposed that no coastal wetland areas or coastal vegetation be disturbed to complete the
project.
RECEIVED
AUG 0 8 2019
DCM-MHD CITY

[� � I SMAJOR PERMIT FEE MATRIX
E1t(}�,�Q�� """'�1Applicant E- I-eoh civ ►13M MI Dr,Hr,
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(24300 11602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Il. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B. C, or D below applies:
III(A). Private, non-
cEl ommercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
E]
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 4097 (See attached)
an be applied:
(C). If General Wateruality Certification No.
$400
( 60%($240)
40%($160)
M
097 (see attached) co d
\e
applied, but DCM staDetermined
that additional
view and written DWQ
2 2019
S
concurrence is needed
AUG
because of concerns
related to water quality or
DCM_MHD CITY
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
4097 (see attached) cannot
be applied:
IV. For development that
El
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

SITE DATA:
OWNER: Joan MacNair Petty & Glenn Thomas Petty
776 Ransdell Road
Louisburg, NC 27549
[phone]
OVERALL SITE AREA: 30,086 SF, 0.69 ACRES
SITE ADDRESS: 113 MAXWELL DRIVE, HARKERS ISLAND, NC
TAX PARCELID: 732507684846000
DEED REFERENCE: FILE 1641125
SITE ZONING: NONE
UTILITY SERVICES: WATER - PRIVATE WELL
SEWER - PUBLIC HARKERS ISLAND SEWER CO.
ELECTRIC - CART RET EMC
GENERAL NOTES:
1. THE RECEIVING WATER COURSE FOR THIS PROJECT IS BROOKS CREEK, SURFACE WATER CLASSIFICATION
SA, NSW, HAVING A STREAM INDEX OF 27-35-1-13.
SPECIAL SCHEDULING NOTE:
1. National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc. in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped until the animal has
left the area. If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival of fish and wildlife.
x -3.74
PVC PIPE \j� EX. PIER
x -4.38 \ \ x -1.68
X 5.02 - _ _ x4-4- \\ \ \\ \ \\ x -1.77
x -4\77 _ _
I I 1 1 x -1.44
\x -1.76 /
\ \ II I II I I \IX -1.94 / I
x -1.40 I x -1.60
\ I I \ \ x -1.62 / \ x -1.83 °
II 1 \\ \ \\ \ 1 \\ \ \ x -1.32 \ x -1.62 x -1.90
\ \ \ \ \\x-1.79 \\ x1 -1.45x-1.75
X -6.14 \ \ \ \ \ EX. PIER
\\ \ \\ \ \ 1-, � -1.62\� I x -1.92 X -1.16
x
X - .29 x -1.94 x -1.22 4 An
\ ° x X1.04 x -0.88 -0.10 x
\ \ \ \ \\ \ �x -2.42 \� � / o -1.38 X - X 1.14
\ \ \ \ X/1.30 x-1.7ji-�� x-1.47 \ �%7 x
\ x -1.80 \x -1.38 x 1.59
\\ \ \ \\ \ \\ \,1 -2),
�2 / / x _1 g� BOAT LI OBSERVED SAV /0.52 W W/� / A/1.56
\ \ \ ( ° -1.25 / x -1.26 / W /� /
X\\ 6.09 \\ � I / / _ _ x -1.59 / �' -l.�i� �. � _� 1 � /
1 \ u�r -2.98 I / / x' -2.02 I \ x -1.67 / I/ �/ W xW 0.82 / W /� W/W W /
60 \ \ _ 1 / 1 x / \ x -1'15 LIMITS OF COASTAL VEGETATION 1.46 2.27
\ \ \ x -2.22 I �- -L-1.30 1 J.3O X -1.4i
\ \ \ \ \ x -1-62- - / / W W X 1.85
/ � - x - -1-62-� - / .7� W / W � W W/ W 4.63 X 1.3 X 1.3
5.31
\ \ \\ x X3.65 \ \ / 1 51 / \ x --K1-81.40 _-0.78/ /
RIPARIAN LINE W W
\ \ \ I� i
X -5.9� \\ \ \\ \ \X -2.82 \\ X -158 x -1.15x - \ /I 1.0'x/ x -0.96 - .24%W/'�/ W W 3.09
\ \ \ \ \ x -1.72 I I 1.92 x 41.63 x / x -12'63 / �/� / W 1 W
W W
x A88 \\ �= % /X-1.40 /,0/ W WWWWWWWWxW1 W
7W
1 8BROOKS CREEK \\x -5.Q4 -3.43\ 1.9 \X x -1.89 X -1.70 co "�CLASS: SA, NSW, INDEX: 27-35-1-13. 8 �* =1147 X /09 O x W W W
\ \ 1 1 \ I x -134 X I �� W W
WATER DEPTHS SHOWN ARE AT NORMAL LOW WATER \ X .0
\ \ \\ II - \\ \ �z.2s X.�O I X -11x8 x -1'77 EXISTING PILE / x -0/7o ® �/ ��1 �� �� W W W W WWW 2.39
(� W .y W W X /1718`. W W W W W W W
x -5.87 _ _ _x -W8 \ 3.9VVV1 \ \ \\ / X _1. TO BE REMOVED'27 ��/ �/ �W /W I �., W W W W W WWW 2.46 X 2.87
\\ I / / W /W ,� W I W W x ,2 4
cl-I \ I \ X - 78 \ . W
\ \ \ \ \ I x -1.55 �7 -1.59 // x -� .�.� / x/-0.55 '0 W/W� W� WjT�78 W 1.82. W 2.16 X 2.73 X 2.26
\ 1 x -2.37 / X-1.�/-1.� '✓ W / W W W W W
x -5.62 \/ x _6. 1 \\ \ I EXISTING PIER /\ \ 161 NORMAL HIGH WATER LEVEL / ,� i W /W ! W W W W 2.28 .3s
X 30 \ \ I X -1.7 x -1.22 x_ / W W W/ /W W W W W W 40V
/ \ \ \ \ \ \X TO REMOVED -6/ f X171 / ,W W�1. �W x W W W W XW2.4�
\ / .� i � p.9f3 W 2 X47 2.271. W 2.15 x 2.49
\\ \\ + \ \ \\ \\ \ X 7O \ -1•\ I // /x /
X -1. \ X -1.22 �Bib2-0.4J �W Wx 1" "x 1.42 X 1 53 W V•/ W W W (� W
X 5 \ x�-1.53 , / / W W W W W W W W L,�T ,�, W %L 2.Fi6W W
\ \ x -6.31 \ \ \ \ \ \ \ �' / Ob X'�0. WX 078 W W W W 2.21 2.09
-1.33 / ��ZJ/•y/W W W W x 1.31.y W W W 2.24 W W W W W W
\ \ X`\ \ \\ -2.94 I I / / / % / Y W W W W W I W1 X.0.75 W �.92� W W W 2.22
J / �/ R W
x -5.171 i \ \ x\1 I -11.62 - -/ x b.�5�& . W W W 1.3 W W W W .86W
\ \ \ I t4`�� X \ x - . EX. PIER W W.78 W 5 W ! W .21 W X
I x -5.77 \ \ l \ \ \ -
\ cS II \\�\ -Ix -1.98 /Xt
\ X -5.82 / x\-4•§7 x -1.84 Imo- W W W W W W W Wx 1W9� W W W'W W W W �.43 X .72 .19 .02
/BOAT LIFT I X -O W/ � W O.3J W W W W
/ X -5.2 \\` X-O.'B�O. 8 W �/W W/ W W W W W 486 W W W x 2.73 X 2.59 X 2.38
I
x -5.�9 . \ \ \X -2. 1_ -1.1� -1'09- /� W W �
°- / \ I \ � \ \ � X �•\5. X �%� W �. W W W 1.98. W .4 LLJ
� ?8�
�s Ch1 -4 �\ 3�\ \ \ EXISTING BOAT LIFT./ W W W W W W W W W �1� x 679 x 2.25
x 4.75 x -5.89 1y x- \ \ \ -1.92 \ TO BE REMOVED W W W W W W W W W ,L,
I - F' `Y 7 W W X. 1- W W W W x 1.93
° \x-5.05 \ I x-4.89 I xX4.2\ \\ \\ x- // x -L �u1.35 W 'x14rWWWW 0 2 CD X1.79
I n
0.*63 W x 2.61 WOODS
I � -1,98 I /'L6 / W 'i W W W W W W W W /�/ll11
v/
x -4,74.55 I x -5 82 I I I I I Oi I W) I / /W W W W W W W W W X 40
IIX -5 02 I / W W W W W W W W W W `i
x- - 5.09 I x -5.66 x -`I .68 x_ 1 4\53 I I IX -1.88 1 I Q. B// W W W W W W W W 1 x 2.08
/ 4.96 \ \ I -OAA y/W Ly 1W xy 0.�4W W W W .y LL
x -5.17// 1 (` 5.08 _ X 9.83yCD
xx=Af-RIPAR IAN LINE\ \ 1 x -1 33 �` / V W W W W W W •00 X 2.52
x -5.55 1 / 1 85 I -2.19 ° / / 1.80
X -4.
T � .�� � W W �. 3.52
I x X4 I I I 1.11 / W W W W W W W W W W
X X 2.23
W W x 2.44
& -0 4r, W W W
SITE PLAN -EXISTING CONDITIONS & DEMOLITION
SCALE: 1 "=20'
x 1.24
x 2.37
x 2.26
LOT 22 \
JOSH & KRISTEN LANE
DB 1551, PAGE 121
X 4.25 ^
4
WOODS
x 6
x 3.15
x 2.90 x 3.16
x 2.58
x 2.94
x 3.05
-130.55'
x 2.68
x 2.80
x 2.56
2.49 x 3.08 ED
x 2.58
2.85
x 3.95
/ r.7
1 I I I I r Jx -p x -1.0 / .38W/W ' W W W WAS 1w3Q W 1.99 x 4.26
x -5.191 I I x -11 `;� .07 1.92
x1-5.56 x 1 5.171 I I I
I � r W W W W
x -5.42 xx t�� rX/ 0.53 x/ /W W1/W 1 WX.1
�
/
-J(� / X -4 6/ I W W W W 2.03
x/ .23 1 m/ ,37 / W /W / W / W W W W W W W L O T 24
I1 -, 490
13 O.v• .lel%WWW WWW KEVIN & KIM AVOLS
I
EX. G0 'y2* x 2.17 DB 1443, PAGE 219
J I \ PIER
\ X .8
BOAT LIFT'\ I / -0 0.14
-XI -l!7
0.33
x 5.34
3.11
x 3.82
3.51
3
x 3.53
x 3.16
x 3.12 x 3.63 x
LOT 23
x 2.89
x 3.09
x 4.55
x 3.
x
x 4.15
x 3.81
x 3.94
RELEASE FOR PERMITS
5.02
812812019
4.16
4.79 1-11.. 11
\
IDENCE
w
4.19
^
4.63
LLJ
4.65
a
.1527
5.0728
28
w
Q
28
4.29
4.38
4.35
4.22
.54 20 0 10 20 40
11111111111111111
GRAPHIC SCALE: 1" = 20'
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x-3.74 RELEASE FOR PERMITS
PVC PIPE\ \ \ `\ 1 �\ EX. PIER
x -4.38 ``O \ \ x -1.68
x -5.02 - _ _ x -4\77 x �4�4_ \`\x -1.77 8/28/2019
1 I 1 \ IL- x -1.44
\ 1 11 1 11 1 I \Ix -1.94 / I
x -1.40 I x -1.60
1 I 1 \ \ x -1.62 / \ x -1.83 °
11 \ \\ \ 1 \\ \\ x -1.32 \ x -1.62 x -1.90
\ 11 \
\ \ \
x -6.14 x -1.79 x\-1.45 \\ \ x -1.75 EX. LIMITS OF DREDGING
\ \ \\ \ \ \\ \ \\ \ \ PIER
.16
x - 3,396 S F, 0.078 ACRES
F F x -1
\\ \ \\ \\ \\ \ \ x -1.62\IIx -1.92 --
\\ \ \\ \\ \\ \\ �x -2.42 \\\ � � - / x .73� 29 x - -11
x /1� - �
\ \ \ .30 x -1.80 \�
x -1.38
x -18�
x -1.59 / I
x\�- 6.09\ / / 2 -2.02 I \
-2.98 I I
x -1.67
\- �- _L 1.30 i x -J�30 �yy
x -2.22 i
\\ \\ \�\x\,\5 \\ \ \151 I \�
\x -2.82 \ x -11.8 x -+.15 \
x -5.95 � � \� \\ \\ \ \
\ x -1.72 1T I x -1.9
\\ \ \ \\\ \
BROOKS CREEK �x -4,88 \ \ \ � / x -,.7
x -5.1Q4 -3.43\ \x x -1.89
CLASS: SA, NSW, INDEX: 27-35-1-13. ` 1 1 \ I 1 -1.98
WATER DEPTHS SHOWN ARE AT NORMAL LOW WATER 1 \ 1 \ \ \
\ \ \ 1\ 29 -2. 0
x -5.87 _ �` -5\9 -3.98 x 2.5 3
- 1 \ \ �
4.5-
x -5.62
\ \\\ \\ \\ I x -2.37 /
\/ x -6.k9 1 /
x
�5 \
\\ \x -2.87\ \\
\ \ \ \ \ \ \ \ �70 \
\\ x -6.31 \\ \ \ \\\\\ \\\ \
x -5A7\\ , >-6� \ \ \ \ \\\ -2.94I
I x -5.77
�
x -5.82 \ cSS / \ -4V I 1 1
� / 1
/ x-5.2 \ \'S
/ x -519 I \ • 4 4
x- 4.3
X -4.75 \� x -5.89 x -11 \ \ .3�
x -5.05 I i i
1\ I x -4.89 I X4.2
° I I
IIh I 1
x -.55 I x -5.82 I x -5.02
x -41.7 5-09 I x -5.66 x -,kt. .58 x -4.96 -41,53 1
x 5.17/% 4,45.08 \
/x -5.55 I / 1 x - .85-
I
j
I
x -5.19
x1-,5.56 x5.1 � I I
x -5.42 xx--- q# I I I
I
x -�.23 -4 6
/
O �
rA --)SITE PLAN -NEW WORK s�
��CSCALE: 1 "=20'
SPECIAL SCHEDULING NOTE:
1. National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc. in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped until the animal has
left the area. If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival of fish and wildlife.
x -1.47 \
BOAT LI /I OBSERVED SAV
°-1.25/ x-1.26
x-1.15x� 1.LIMITS OF COASTAL VEGET/
i
1 I I\ -1.88 I o8
I -0� /
\ � ��x-1/�RIPA�N LINE
\ _
I -2.19
flI I �W/ W
I I xt1
J!4k
F, 1 1 \ & -0,45Y.7
PIER SUMMARY
TOTAL WALKWAY AREA = 5'W x 100'L =500 SF
TOTAL PLATFORM AREA = 17'x21' = 357 SF
TOTAL COVERED WALKWAY AREA = 234 SF (DRIP LINE)
TOTAL NUMBER OF BOAT LIFTS = 2
DREDGING SUMMARY:
TOTAL DREDGING AREA = 4,244 SF, 0.097 AC,
TOTAL DREDGING VOLUME = 432 CUBIC YARDS
4.16
20 0 10 20 40
GRAPHIC SCALE: 1" = 20'
E �
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x-2.82\ �\ x -1 X58 - I �� /' x -0.96 W
x 1.15 - I x -1.0 /"�4/
x - I x 1.92 x 1 � x
\ \ 1.72 I T1.63
/ ,
x -
\ \ /
� x -4\88 \ \ �� `\ - \ ,' x -1.70 , 1.40
-5.04 ` \x -3.43 \x x 1.89 \ , _,�
1 1 I -1.98 \ `\ _� : 7I x T.09 /� y - x,/ 7/
1 1\ I \\ \\ I \\41
I - x - I LIMITS/ OF COASTAL VEGETATION-,,""",,
I \ \ I I 1.77 LIMITS OF DREDGING I'
x'29 -2' 0 \ 4,244 SF, 0.097 ACRES I / x -y70 /0.12 �" // /
\ \ \ 1 x - \ \ 2.5 432 CY TOTAL I x -1.27 x/ / � y� / x �a. 718*
`6 7
-5 X98 \ \ 3.90\ 3 x - x i-1.60
\\ \ 3.5 ; , x 2
4.5 4 y X14, I
\ i / , x 17 8 ,
x -2.3 \� X _ 59 ��' x -1.33 r' xi' --0.55 y �� y� �� �-�
i�
`I � `\ _ � N /\\ LIFT 2 � 1. 1 �/ II x -,�' � , � ,
9 I � \ CONTROL DREDGE DEPTH -4.5 (C� NLWL) � � / \ 17 / � 0.89
\� \\x- D`\ \ \\ I\ \\ /x� x-1.76/ x-1.22 x_,'17
\ \ \ \x -2.87 \ \ / / / NORMAL HIGH WATER LEVEL ��,��� 1 5� x � 96'
x -�70 \ - - 1 1.47 / - ,/ x,-{j>>.b2-0.47/ /� �x 1� *x 1:42 �x 1*53-
\ \ � y x 1. � �, � � x 1.22 / /� / , � , �� , �' � �, �, , ,
\ \ \ \ \PLATF RM AREA c`S\� ; Y 0.�� x/ -
357 SF x _ �� -1.53 .�x 0478
` \ \ \ -1.43 1 33 �5 WIDE x100 LONG WALKWAY �' x
\ 6'� \ `\ \ -2.94 I `� I I i COVERED AREA / 500 SF, �' �- x 0.75
I I 234 SF (DRIP LINE) / i� =,,, Im
\ `\ xi X4.1 \ x 11 Ir - x 1.22 ' x -0.91 x -0 X14 1 x x 5 '
BROOKS CREEK \ \ �13°�I \ , x 0.78 ,"x � ' 21
CLASS: SA, NSW, INDEX: 27-35-1 \13. \I i \\ \ \\ I
WATER DEPTHS SHOWN ARE AT NORMAL LOW WATER1 \ \� \ - -
\ I \ \ x- / / / � 3
x -5.82:1 \ \ I :1 S 0 E / / 11 ' - �, �, 9.43
\-4�7 I I �84 1 LIFT #1 1.9
\ 0.3.E , 2.
18' I I x
x X5.2\ `� `\ x�I8 x Q�86�, x 2.73
I .5 4 - -1.1 -1.6-9- I ,� � � ;,� � , �
\ I , >� 1.98 1.4x 1.34 z
1 / x 4.93 \\ �� \ 32.5 I i �, / i �' x 1�. x 6.79
x 5.89 /� � 14, 14Cn
1 x -5.11 �� ��-a�.38\ _ i ��w
\ / �- ,
1.19 092
\ I A T4.2 x ,0.63 �� 1.3.5 �,
F-
A ENLARGED SITE PLAN -NEW WORKs�
C3 C3 SCALE: 1))= 10)
5" 12" ROUND 12" ROUND
WOOD PILE (TYP.) WOOD PILE (TYP.)
61 4' 6" 4"x6" EDGE
CONCRETE TREATMENT CONCRETE CONCRETE
DECKING TOP OF DECKING ELEVATION =3.0'± DECKING DECKING
• II II II II •
4"x12" GIRDER - EACH 2"x8" CROSS BRACING
• SIDE OF WOOD PILE • - - 4"x12" GIRDER - EACH
SIDE OF WOOD PILE
NORMWAL HIGH WATER ELEVATION =+0.96'
SPECIAL SCHEDULING NOTE:
1. National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc. in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped until the animal has
left the area. If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival of fish and wildlife.
PIER SUMMARY
TOTAL WALKWAY AREA = 5'W x 100'L =500 SF
TOTAL PLATFORM AREA = 17'x21' = 357 SF
TOTAL COVERED WALKWAY AREA = 234 SF (DRIP LINE)
TOTAL NUMBER OF BOAT LIFTS = 2
DREDGING SUMMARY:
TOTAL DREDGING AREA = 4,244 SF, 0.097 AC,
TOTAL DREDGING VOLUME = 432 CUBIC YARDS
� TYPICAL CONCRETE DECK PANEL
C-3 C-3 NOT TO SCALE
RELEASE FOR PERMITS
812812019
1 0 0 5 10 20
GRAPHIC SCALE: 1" = 10'
MORGAN
•
•
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NORMWAL LOW WATER ELEVATION ==1.32'
EXISTING BOTTOM ELEVATION =
VARIES
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2"x8" CROSS BRACING
1.5' DEEP AT END OF EXISTING
DOCK
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SPECIAL SCHEDULING NOTE:
1. National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc. in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped until the animal has
left the area. If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival of fish and wildlife.
PIER SUMMARY
TOTAL WALKWAY AREA = 5'W x 100'L =500 SF
TOTAL PLATFORM AREA = 17'x21' = 357 SF
TOTAL COVERED WALKWAY AREA = 234 SF (DRIP LINE)
TOTAL NUMBER OF BOAT LIFTS = 2
DREDGING SUMMARY:
TOTAL DREDGING AREA = 4,244 SF, 0.097 AC,
TOTAL DREDGING VOLUME = 432 CUBIC YARDS
� TYPICAL CONCRETE DECK PANEL
C-3 C-3 NOT TO SCALE
RELEASE FOR PERMITS
812812019
1 0 0 5 10 20
GRAPHIC SCALE: 1" = 10'
MORGAN

- - N LOT 22
N 22°41'54' E
_ _ 228-61-
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LOT 24
CURVE
RADIUS
ARC LENGTH
CHS LENGTH
CHORD BEARINGDELTA
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CI
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100.04'
100.01'
S 64030'02' E -4
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DEED REF• Wort PACE 789/591rr s
BOUNDARY RETRACEMENT PHYSICAL SURVEY WaFtBnWMa29124
FOR rax P1k7M76&WM0DnShW
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GEORGE MORGAN WOMBLE, IV 1,� {
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LOT 23 HARKERS POINT S%D
HARKERS ISLAND TOWNSHIP apmBYJIP WAWN9UP cmcr�mBrIP
JAMES I. PHILLIPS LAND SURVEYING q
CARTERET COUNTY, N.C.
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SCALE 1"=30' PO BOX 2103,379 ARRINGTON RD., BEAUFORT, N.C. 2851
252-728-5848 PHONE EMAIL J1000ASTALNET.COM
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