20200696 Ver 1_CAMA Application_20200522

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Wayne Del Tufo
PROJECT NAME: Del Tufo Private Docking Facility
2. LOCATION OF PROJECT SITE: 9241 Peakwood Dr. SW adjacent to the AIWW in Sunset Beach,
Brunswick County
Coordinates: Latitude N 33°52'24.63" Longitude W 78°32'59.24"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5-6-2020, 5-13-2020
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 5-4-20 Application Complete — 5-8-2020
Office - Wilmington
6, SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Sunset Beach
Land Classification From LUP — Low Density Residential
(B) AEC(s) Involved: PT, CW
(C) Water Dependent: Private Docking Facility — Yes
(D) Intended Use: Residential
(E) Water and Wastewater Treatment: Existing - None
Planned - Septic system
(F) Type of Structures: Existing - Single Family Residence under construction
Planned - Two (2) slip docking facility with floating dock and boathouse
covered boathouse with boatlift and fixed platform underneath
(G) Estimated Annual Rate of Erosion: NIA
VA
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTUFR
(A) Uplands
N/A
N/A
270 sq. ft.
(Disturbed)
(B) Vegetated Wetlands
NIA
NIA
1,872 sq. ft.
(Shaded)
(C) Open Water
N/A
N/A
1,365 sq. ft.
Inco orated
(D) Total Area Disturbed: 3,507 sq. ft. (.08 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW Open: No
PROJECT SUMMARY: The applicant proposes to install a private pier, finger pier, covered boathouse
with boatlift and fixed platform underneath, and a floating dock for a total of 2 slips.

Del Tufo Private Docking Facility
May 18, 2020
Page 2
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9. PROJECT DESCRIPTION
The proposed project is located on the mainland side of the AIWW in Sunset Beach, Brunswick County.
The property can be reached by traveling NC HWY 17 south towards Sunset Beach. Travel straight through the
intersection of HWY 17 and NC 130 in Shallotte, and continue down HWY 17 until you reach Seaside Rd SW/
NC 904. Take a left onto Seaside Rd SW/ NC 904 and continue south until it intersects with NC 179/ Old
Georgetown Rd SW. Take a right onto NC 179/ Old Georgetown Rd SW and continue for approximately 3.5
miles. Turn left onto Beach Dr./ NC 179 Business. Continue south for approximately 1.5 miles and then take a
right onto Ocean Harbor Golf Club Rd. Take your first left onto Peakwood Dr. and continue until you reach
9241 Peakwood Dr. on the left-hand side.
The property consists of a single family residence under construction located on a .71-acre high bluff parcel
approximately 16' above normal high water (NHW) and is vegetated with typical coastal -plain tree species
found on well -drained, rich soils including Mockernut Hickory (Carya tomentosa) and Tulip Poplar
(Liriodendron tulipifera). The property has approximately 124 linear feet of shoreline frontage along the
southern edge of the property and is stabilized with landscape grasses. Sporadic patches of Saw Palmetto
(Serenoa repens) and Wax Myrtle (Myrica cerifera) separate the landscape grasses from the high marsh. High
marsh spans approximately 20' waterward from the toe of the bluff and consists mainly of bulrush (Scirpus
spp.). The Coastal Wetlands located water ward of MHW consist primarily of Smooth Cord Grass (Spartina
alterniflora), spanning approximately 260' over intermittent mud flats as it extends out to the AIWW. The
width of the waterbody measures approximately 618' from marsh to marsh in the vicinity of the proposed
docking facility.
The waters of the AIWW are classified SA by the Division of Water Quality and ARE designated as a Primary
Nursery Area (PNA) by the N.C. Division of Marine Fisheries. They are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to install a private pier, finger pier, covered boathouse with boatlift and fixed platform
underneath, and a floating dock for a total of 2 slips.
The applicant proposes to build a 6' x 456' access pier (as measured from MHW) that would originate from an
upland point and extend toward the southeast. The proposed access pier would lead to a 6' x 8' (48 sq. ft.)
finger pier located at approximately 412' on the west side of the pier. The finger pier would lead down a
gangway to an 8' x 12' (96 sq. ft.) floating dock (Slip 2). The access pier would continue beyond the finger pier
another 44' where it would terminate with a 13' x 33' (429 sq. ft.) covered boathouse that includes a boatlift
(Slip 1) and a 10' x 12' fixed platform (approximately 144' beyond the waterward edge of the marsh).
The property has approximately 124 linear feet of shoreline and the facility's design appears to remain within
the applicant's area of riparian access and would not encroach into either 15 ft. adjacent riparian access. The
applicant's design extends beyond the pier head line of adjacent docking facilities but does not exceed the
width of the waterbody. As measured by the contractor, the docking facility would extend across
approximately 23% of the waterbody. The proposed design terminates approximately 55' landward of the
USACOE 80' federal channel setback. The applicant proposes to extend beyond the pier head line to reach
navigable water depths throughout the tidal range and to avoid bottom impacts to the Primary Nursery Area
(PNA). Water depths (as measured by the contractor) at the pier head line are approximately -1.0' NLW. The
contractor recorded water depths that ranged from -2.0' NLW at the landward edge of the proposed docking
facility to -2.5' NLW at the waterward edge of the proposed docking facility. DCM staff recorded water depths
ranging from -1.5' NLW at the landward edge of the proposed docking facility to -2.0' NLW at the waterward

Del Tufo Private Docking Facility
May 18, 2020
Page 3
edge of the proposed docking facility (measurements taken at 9:45am on 5-13-20).
10. ANTICIPATED IMPACTS
The proposed docking facility would incorporate approximately 1,365 sq. ft. of Estuarine and Public Trust Area
and would shade approximately 1,872 sq. ft. of Coastal Wetlands. The proposed configuration of the docking
facility would provide docking space for two (2) vessels in water depths ranging from approximately -2.0 ft. to
-2.5 ft. @ NLW as measured by the contractor.
The proposed development would be located outside of the adjacent 15' riparian corridor setbacks on both sides
and would be constructed outside of the federal channel setback. Minor increases in turbidity should be
expected during construction.
Submitted by: Brendan Brock Date: May 18, 2020 Office: Wilmington

The purpose of the project is to facilitate allowances for riparian property owner's right to use adjacent
water as articulated in the property deed of the owners of the property at 9241 Peakwood Dr. Sunset
Beach, NC. The deeds stipulate the ability to build slips in accordance with state and federal laws.
Currently, the neighboring structures are at an outward point of approx. 1 ft. depth of water at NLW.
The "pier head line" which extends from ,the outermost distance of neighboring pier to neighboring pier
is typically used for placement of outward distance of new piers in close proximity to them_ Using this
headline would place the new structure at the same depth of water as the neighboring piers which
causes the inability of using the structure for docking at low tides. This, potentially, could cause
problems not only with docking but with distress situations such as being stranded with no place to dock
for hours until the tide rises enough to dock a boat. other neighbors have already built their piers to the
outward distance that is being proposed with this permit. The owner would like to place the pier
approx. 30 ft. water ward of the neighboring pier headline described above. This would be in line with
several neighboring piers which have already been built to that distance and allow safer boating so as
not to wait hours to dock safely.
The USACE has been contacted and reported that the neighboring pier outward position is approx. 85 ft.
from the go ft, setback from the toe of the AIV1 W dredge channel. Therefore the proposed distance of
this pier is still approx. 55 ft. from the setback. There would be a total of one pier located a distance
outward to allow for sufficient depth of water at designated slip sites as shown on submitted drawings.
The stationary access pier would be built from above NHW on the property and extend approx. 455 ft.
into the AiWW with one boat lift prescribed (as shown on drawing) and one floating dock would be
built located adjacent to the water ward end of the pier to be used as the single floating structure. The
pier with its boat lift and floating dock will provide docking for the property owners of 9241 Peakwood
Dr.
The size of the tract is approx.71 acres and 124 lineal ft. of frontage on the AIWW. All permits,
delineations, and surveys deemed necessary for this project will be acquired.

Project Narrative for Wayne JXI IJ-0) pier
Project Name: Wayne 'Ve1 IA Pier
County: Brunswick
Applicant: Maritime Coastal Construction LLC. C/O Bill Thomas
630 Millslough Ln. Sunset Beach, NC 28468
[e-mail]
Phone - 910-842-3625
Fax a 910-575-8222
Physical location of project: 9241 Peakwood Dr. Sunset Beach, NC 28468
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Existing Conditions:
Area to have docking facilities is property owned by the Wayne QL! Tuk The property is approx..71
acres and has approx.124 lineal feet of frontage on the !North side of the AIWW opposing Bird Island.
There are no current facilities built there at this tirrre.
Project Chronology:
All building materials will be brought to the project site and unloaded on the Deltufo property above the
coastal wetlands line_ These materials will be moved by hand to the respective positions on the
structure as needed during the building process. The materials will be handled with care taking
precautions to minimize any movement in the wetlands area.
Initial construction will begin with installation of the pier pilings. Pilings will be 6 in. by 6 in. marine grade
pressure treated 2.5. These pilings will be "jetted" down into the grade using a Z in. or 3 in. water
pump. The water pump will be placed on a flotation device which is secured using an anchor system.
The flotation device is in approx. 2 — 3 ft. deep water at normal low tide. The pilings will be installed @
approx. 8 ft. on center running perpendicular to the shoreline. The depth of the pilings will be approx. 6
ft, or to hard shell layer. The pilings will be installed to total length of the respective pier as shown on
drawings.
Once pilings are installed, the framework will be installed. 2 in. by 8 in. band boards will be run along
the outside of the pilings longwise with the pier. These band boards are 16 ft. long and will incorporate
3 pilings per board. The pier will be constructed to that the elevation of the deck boards is @ 4 ft. above
normal high water. The beginning of the pier is set at the top of the bank elevation.
Once band boards are installed the girder beams will be installed. 2 in. by 8 in. girder beams will be
placed underneath band boards and attached to the pilings on both sides per piling. The girders will be
through bolted int3 the pilings using 5/8 hot -dipped galvanized carriage bolts.
Once the girder beams are installed, the joists will be installed. 2 in. by 8 in. joists will be installed @ 2
ft. on center and toe nailed into the girder beams using hot -dipped galvanized 16d nails. The joists are 2
in. by 8 in. treated lumber using 16 ft. boards which incorporate 3 girders per board. The joists will meet
halfway between girders and rest on top of the girders_
Once the joists are installed, the decking will be installed. Decking material is 2 in. by 6 in. # 1 treated
lumber. These will be installed using stainless steel screws (# 10). Deck boards will be installed as to
allow for proper spacing between boards for drainage etc. [Decking will extend from outside of band
board to outside of band board. Once decking is complete on the pier, the water pump will be placed
on the pier to complete any necessary jetting of pilings.
Once decking is complete, the floating dock will be constructed. The floating dock will be constructed
off --site and floated to site. Dimensions: 12ft. L. by 8 ft. W. with an additional gangway landing section
dim. 8 ft. W. tapering to 6 ft. W. by 6 f. L. The floating dock will be constructed using black polyethylene
encapsulated Styrofoam billets. Billet dimensions— 2 ft.W by 4 ft. L by 18 in. depth. Band boards are 2
ED

in. by 8 in. set @ 2 ft. on center. Corners of frame are reinforced using 3 in. by 5 in. hot dipped
galvanized steel angle brackets and in. galvanized carriage bolts through wood and brackets. Decking
is 2 in. by 6 in. treated lumber secured using #10 stainless steel screws.
Once dock is complete and brought to site via water, the dock will be secured with three pilings. Pilings
will be set outside the framework of the dock using exterior piling guides. Two pilings will be set on the
east side of the floating deck toward the stationary boat house and one on the north side next to the
gangway. Filings will be installed using the water pump and will be jetted to approx. 6 ft. depth or to
hard shell layer.
Once dock is in place, the gangway will be built and installed. The gangway will be attached to the pier
and will rest on the floating dock with rollers at the end for movement. Gangway dimensions: 3 ft. W
by 16 ft. L. The gangway will be constructed using all aluminum framework, all aluminum roller system
with rubber rollers, and composite decking.
Once the gangway is installed, the handrail for the pier will be constructed. The handrail for the
gangway and pier is the same and is described below:
4 in. by 4 in. posts set # 8 ft. on center connected to the band boards on the pier using (1) 5/8 in. hot
dipped galvanized carriage bolts. The top rail is a 2 in. by 6 in. board with another 2 in. by 4 in board
adjacent attached together using # 10 stainless steel screws_ A center rail board is a 2 in. by 4 in. board.
Both top and center rail boards are connected to the 4 in. posts using # 10 stainless steel screws
Handrails will be installed on the main access pier and on the decked area of the boat house.
Boat lift installation:
The boat lift slip will only be built for the use of boat lifts and not for mooring, docking, etc. The boat
lift pilings will be installed per footprint of respective manufacturer's specification. Typically, and for
purposeF of the permitting process, we are proposing the footprint for±`dle 10,0001b. lift manufactured
by Boatlift US_ This footprint is for the dimensions of approx. 13 ft. W by 13 ft. L. The construction of
the boat lift would go as follows:
The lift would be brought in sections including beams, motors, bunks, and assembly packages. These
would be walked onto the pier without anyone going into the wetland area. The pilings would be
brought in by boat or barge and stood up in the appropriate positions. A water pump with jetting
equipment would be used to jet the pilings into place @ approx. 8 ft. depth. The pilings are approx. 8 in.
diameter and would extend to approx. 2 ft. above pier deck elevation. The only exception would be the
pilings for a roofed slip. Once the pilings are installed, the beams would be placed on top of the pilings,
and secured using 5/8 in. hex bolts into the mounting bracket provided by the manufacturer_ Once the
beams are installed, the lower bunk beams are installed using manufacturer provided cable, and table
clamps. Once the bunk beams are installed, the bunk itself is installed using manufacturer provided
brackets and bolts.
Once the boat lift is installed, the electrical source is installed. Hardwire option:
MAY 0 7 �M

Option for hardwire will involve the installation of #4 wire to be run from meter box that will eventually
be installed on the house. The wire will be outdoor wire and will be buried underground per Sunset
Beach building code (2 ft. depth) using a ditch witch power trencher only to be used outside of the
wetlands area. The trench will go to the beginning of the pier where the wire will be run to a panel box
which will also serve as a disconnect per Sunset Beach code. From this location, a wire will be ruts in
conduit under the pier (no. 8 wire) to the boatlift switch located on the handrail post adjacent to the
boat lift slip. All electrical will be installed using licensed electrician and proper per code hardware.
Roof over slip and deck construction:
Roof over slip and deck construction' section to 13' W x 33' L. The covered boathouse consists of a
covered boatlift and a covered gazebo all under one roof. The boat lift slip area being approx. 12 ft. W.
by 10 ft. L and the boat lift (slip) is 23 ft. L. by 13 ft. W. The roofed slip would have 8 pilings spaced @
approx. 10 ft. on center. The roof material would be brought in on the pier and installed as follows:
Approx. 8 in diameter pilings will be installed approx. 8 ft. depth or to hard shell layer using water pump
and associated jetting equipment. Pilings elevation will be approx. 8 ft. above deck elevation. Once
pilings are installed, the roof band boards will be installed on the outside of the pilings at the approx. 8
ft. elevation. The band boards will be thru bolted into the pilings using 5/8 galvanized carriage bolts.
The band board will be doubled using 2 in by 8 in. treated boards. The rafters will be 2 in. by is in.
treated boards and will be installed to a 5/12 pitch using a hip roof style. The hip rafters will be 2 in. by
8 in. treated boards. Collar beams --- 2 in. by 6 in. will be installed from rafter to rafter per code. Total
outside to outside measurements will be 14 ft. W. by 22 ft. L_ including overhangs. The rafters will be
installed @ 16 in. on center and have 1 in. by 6 in. strapping attached @ 2 ft. on center using screws for
tin roofing installation. All rafters will have hurricane straps installed to band boards. The roofing will
be tin and installed using washer screws per manufacturer's recommendations (2 per rafter
intersection). Tin roofing will be 23 gauge. All lumber for the roofing construction will be pressure
treated.
Tools to be used:
Water pump with hoses and jetting wand.
Typical power tools including power saws, drills, etc.
Ditch witch trencher for electrical (only with hardwire option)
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Mast revised 12127106)
Nonb Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Appiicanti Landowner Informalion
Business Name
Project Name 0f amicable)
Wayne'p$1 I u�o
Applicant 1. Fust Name
Wayne
MI
Last flame
T)L I ` tJ-0
Applicant 2: First Name
MI
Last Name
Ifadditfanal applicants please attach an adddional pages) w dh names fisted -
Mailing Address
260 Queens Cove Rd
PO Box
City
Mooresville
State
INC
7tP
28117
Country
USA
Phone No.
704 - 307 -
5343 ext.
FAX No.
- -
Street Address (if different lrmm above)
City
State
ZIP
Email
[e-mail]
2. AgenWontractorinformation
Business flame
Maritime Coastal Construction LLC.
Agent/ Contractor 1- First Name
Ml
Last Name
Sill
F
Thomas
Agentl Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
630 Milislough Ln
Sunset Beach
NC
ZIP
Phone No. t
Phone No. 2
284fi8
910 - 842 -
3625 exL
910 - 880 -1921 ext_
FAX No_
Contractor#
910 575 8222
Street Address (if drffcrenf fram above)
City
State
ZIP
J
F_mas�
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address
State Rd. #
Brunswick 9241 Peakwood Dr.
Subdivision Name
City
State
zip
Sunset Beach
NC
28458 -
Phone No.
Lot No.(s) (if many, attach additionai page with fist)
704 - 307 - 5343 ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
AIWW
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 [gManmade ❑Unknown
AIWW
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_
Sunset Beach
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sgJI.)
124
30,927.6
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHVV (normal high water) or
71 acres,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
16' above ®NHVV or ❑NWL
e.
Vegetation on tract
new grass and old trees etc., coastal wetland fringe,
f.
Man-made features and uses now on tract
New house being built on tract.
g,
Identify and describe the existing land uses adiacent to the proposed project site.
Residential single-family homes and lots used for single family residences.
h.
Now does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
R-1 single family residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of An urban water€ront redevelopment proposal? ©Yes MNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes MNo ❑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?
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Form DCM MP-1 (Page 3 of4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(n) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either 0) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
none, however home is being built on lot which will have septic system installed
o. Describe existing drinking water supply source.
Brunswick County water
p. Describe existing storm water management or treatment systems.
none.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑PubticlGovemment
® private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
boating, fishing and view enjoyment and dockage.
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.
Pilings will be installed using waterjet pump system with 2 in. gas powered water pump and 2 112 in. hoses. Standard
electrical power tools will be used for construction of pier and dock. Equipment stored
on site in enclosed trailer_
d. List all development activities you propose.
Build pier, dock, and install boathouse with boat lift.
e. Are the proposed activities maintenance of an existing project, new work, or both?
new work
f. What is the approximate total disturbed land area resulting from the proposed project?
0 ®Sq_Ft or ❑Acres
U. 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 stale.
none
L 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
Is there any mitigation proposed?
[]Yes ®No ❑NA
If yes, attach a mitigation proposal.
SCEIVED
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development hermit
S. Additional Information
In addition to this completed application form, (ARP 1) the following items below, it applicable, must be submitted in order for the application
package to be complete. Items (a) — fO 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 complete2 if previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between worts 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 walerfront (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 Dean Spathoit Phone No. 910-579-9817
Address 9229 Peakwood Dr. Sunset Beach, NC 28468
Name Chris Bryant Phone No. 336-375-8277
Address 5610 Hicone Rd. Gibsonville, NC 27249
Name Phone No.
Address
g. A list of previous state or federal permits issued for worst on the project tract. include permit numbers, permittee, and issuing dates.
none 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 (WC.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of publir lands, attach a statement documenting compliance with the North Carolina F-r Aronmental Policy Act
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the condiiinns 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 5106120 � Print Name Wayne Deltufo L //,
/ s
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and Culverts IECF—INED
pDCM MP-3 Upland Development
ODCM MP-4 Structures Information MAY Q 7 10t
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Form DCM MP-4
(Construction within Public 't'li` st Areas)
Attach this fofm 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 FACILITYIMAR1NA CHARACTEMSTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government SPrivate/Community
c. (1) Dock(s) and/or pier(s)
(Ill Number 1
(ii) Length pier: 501:
(iv) Width 6 ft.
(y) Floating ❑Yes UNo
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 6, 10 "(under boathouse root)
(iv) Width 8, 12 "(under boathouse roof)
(v) Floating ®Yes ®No
Note- Roofed areas are calculated from dripfine dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
1J9pen water; dredging for basin and/or channel
®open water; no dredging required
❑Other; please describe:
k. Typical boat length: 20 - 24 ft.
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) if yes number of tie pilings?
[]This section not applicable
b. [) Wiil the facility be open to the general public?
[]Yes ® No
d. (i) Are Finger Piers included? OYes ❑No
If yes:
(ii) Number 1
(iii) Length 8'
(iv) Width 6'
(v) Floating ❑Yes ®Na
f. (i) Are Boatlifts included? NYes ❑No
If yes;
(ii) Number 1
(iii) Length 13 ft. "sunder boathouse roof)'
(iv) Width 13 ft "(under boathouse roofY'.
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dmkage, fuel, and marine supplies
0 Dockage ("wet slips'only, number of slips: 2
❑ Dry storage; number of boats:
D Boat ramp(s); number of boat ramps:
❑ tither, please describe:
j. Describe the typical moats to he served (e.g.. open runabout,
charter boats, sail boats, mixed types),
ayA 20 - 24 ft. sports fishing boats
I (i) Will the facility be open to the general public?
❑Yes ®No isCEIVED
MAY 0 7 VZO
ovA Vl ivAINCTQN, NC
2552-8(W-28(a ;., -f-"8-4ft vA$-f n wyvwr .rna ccvise& 1217-71afi

Form D04 P-4 (Str€itemres, Page 2 of 4)
L2. DOCKING FACILPTYAWARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary Facilities that will be included in the proposed project.
© Office Toilets
D Toilets for patrons; Number: nla; location: ftla
© Showers
(l Boatholding tank pumpout; Give type and location: n/a
b. Describe treatment type and disposal location for all sanitary wastewater_
n/a
C. Describe the disposal of solid waste, fish offal and trash.
not allowed
d. How will overboard discharge of sewage from boats be controlled?
Not allowed.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
n/a
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
not allowed
g, Where will residue from vessel maintenance be disposed of?
not allowed
h. Give the number of channel markers and "No wake" signs proposed. n/a
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality
n/a
j. What will be the marina policy on overnight and live -aboard dockage?
not allowed
k. Describe design measures that promote boat basin flushing?
n/a
if this project is an expansion of an existing marina, what types of services are currently provided?
n/a r r-jVEQ
F`
rn. Is the marina/docking facility proposed within a primary or secondary nursery area? MAY Q 7 ZON
❑Yes ENo 4�1
: i-8 ftCQA, #` w ent.flet remizeti. °t 27*6

Form DCM MP-4 (Structvirets, Page 3 of 4)
n. Is the marinaidoc€cing facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. is the marinaidocking facility proposed within or adjacent to coastal wetlandsimarsh (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 ❑S8
OWL ❑None
p. is the proposed marina/docking facility 3ocated 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 (inciuding covered lilts) 0 This section not applicable
Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ®Private/Community
(i) Number I
(iii) Length 33
(iv) Width 13
Note. Roofed areas are calculated from dripfine dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock grain, use MP--2, Excavation and Fill.) RThis section not applicable
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
16. MOORING FILINGS and BUOYS OThis section not applicable
a. Is the structure(s):
❑Commercial ❑PubhclGovernment ❑PrivatelCommunity
0. Distance to be placed beyond shoreline
!Vote: This should be measured from marsh edge, if present.
e. Arc of the swing
i. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc,)
MAY 0 7 ZOZO
2-:;;4-8£r8-280'8 :: 1-899-4RC+FAST a: revised-, 12127

Form OCM MP-4 (Structurras, Page 4 of 4)
at. Proximity of structure(s) to adjacent riparian property lines
East side approx_ 47It West side approx. 25 ft.
Note. For buoy or mooring piling, use are of saving including length
of vessel.
c. Width of water body
approx.. 618 ft.
e. () Will navigational aids be required as a result of the project?
OYes ONo ®NA
(ii) If yes, explain what type and hove they will be implemented.
b. Proximity of structures) to adjacent docking facilities.
East side approx. 62 ft. West side approx. 47 ft,
d. Water depth at waterward end of structure at NLW or NWL
approx. 2.5 ft. @_ NLW
[�70THER ©This section not applicable
a_ Give complete description:
Construct docking facilities to serve property owners at 9241 Peakwood Dr. Sunset Beach, NC 28468
5/06120
Bate
Wayne Deitufo Pier
Project Name
Bill Thomas
Applicant Na e
Applicant Signature
RECEIVED
MAY Q 7 Z020
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4&
NORTH CAROUNA
Environmenrai Ouaht. '
May 22, 2020
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice in Brunswick County
Wayne Del Tufo
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal Management
Hello Angie: Please publish the attached Notice in the Wednesday, May 27, 2020 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by credit card to the
attention of Jarimy Springer.
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
S' erely,
anya K. ietila
Permitting Support & Customer Assistance
cc: MHC — Curt Weychert
WIRO File
USACE
State of North Carolina 1 Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
. The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the CAMA: On May 8, 2020, Wayne Del Tufo proposed to construct a new
private docking facility with boathouse and two (2) slips at 9241 Peakwood Dr. SW, adjacent to the
AIWW, in Sunset Beach, Brunswick County. A copy of the application can be examined or copied at the
office of Brendan Brock, N.C. Dept. of Environmental Quality, Division of Coastal Management, 127
Cardinal Drive Ext., Wilmington, NC 28405, (910- 796- 72 70) 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 June 17, 2020 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.

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN May 18, 2020
Secretary
BRAXTON C. DAVIS
Director
SENT VIA EMAIL
Maritime Coastal Construction LLC
c/o Mr. William Thomas
630 Millslough Ln
Sunset Beach, NC 28468
SENT VIA EMAIL
RE: CAMA Major Development Permit Application - Del Tufo Private Docking Facility
Dear W. Thomas:
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for Mr.
Wayne Del Tudo, for State approval for the construction of a (2) two slip docking facility and boathouse located at
9241 Peakwood Drive SW, Sunset Beach, Brunswick County, NC. It was received complete on May 8', 2020 and
appears to be adequate for processing at this time. The projected deadline for making a decision is July 22a`, 2020.
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 May 8 h, 2020 you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a
meeting will be held within five working days from the receipt of your written request and shall include the property
owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from
a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property; or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Sincerely,
e,� ),3-�
Brendan Brock
Field Representative
cc: Curt Weychert, MHC Stanley Dills, LPO WIRO DCM
USACE Robb Mairs, DWR Wayne Del Tufo, Applicant
North Carolina Department of Environmental Quality f Division of Coastal Management
wilmington Office 1 127 Cardinal Drive Extension l Wilmington, North Carolina 28405
410.798.7215

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AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:2
Mailing Address:
Phone Number: �9'`
Email Address:4i
1 certify that I have authorized
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: ,h, �/-./a 1le/a plet; dc'�'lL
at my property located at
in �lGWrC County.
1 furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the ,Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signatures' /
/
Print or Type Name
Tine
This certification is valid through_I o2(-�/
F=EIVED
MAY 0 4
i0gM )jVII.MINGTON, N"C

Maritime Coastal Construction
630 Millslough Ln Sunset Beach NC 28468
Tel: [phone]
Email: [e-mail]
Website: Ma.ritimecoastalconstruction.com
Bill Thomas
Maritime Coastal Construction
630 Millslough Ln
Sunset Beach NC 28468
Dear Chris,
Your new neighbor, Wayne Deltufo, is applying for a CAMA Major permit to build a pier, boat
house, and floating dock located at 9241 Peakwood Dr. Sunset Beach, NC in Brunswick County,
NC. The specifics of the proposed work are in the enclosed application forms and drawings.
As the adjacent riparian property owner to aforementioned project, i am required to notify you of
the development in order to give you the opportunity to comment on the project. Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Tara
Macpherson, Wilmington District Manager at 127 Cardinal Dr. Ext. Wilmington, NC 28405 30
days of your receipt of this notice. Such comments will be considered by the Department in
reaching a final decision on the application. No comment within 30 days of your receipt of this
notice will be considered as no objection_ If you have any questions on this project, please call me
at 910-880-1921, or email me at [e-mail].
Sincerely,
Bill Thomas
Maritime Coastal Construction
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Maritime Coastal Construction
630 Millslough Ln Sunset Beach NC 28468
Tel: [phone]
Email: bi�maritimecoastalconstruction_com
Website: Maritimecoastalconstruction.com
Bill Thomas
Maritime Coastal Construction
630 Millslough Ln
Sunset Beach NC 28468
Dear Dean,
Your new neighbor, Wayne Deltufo, is applying for a CAMA Major permit to build a pier, boat
house, and floating dock located at 9241 Peakwood Dr. Sunset Beach, NC in Brunswick County,
NC. The specifics of the proposed work are in the enclosed application forms and drawings.
As the adjacent riparian property owner to aforementioned project, I am required to notify you of
the development in order to give you the opportunity to comment on the project. Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Tara
Macpherson, Wilmington District Manager at 127 Cardinal Dr. Ext_ Wilmington, NC 28405 30
days of your receipt of this notice. Such comments will be considered by the Department in
reaching a final decision on the application. No comment within 30 days of your receipt of this
notice will be considered as no objection. If you have any questions on this project, please call me
at 910-880-1921, or email me at [e-mail].
Sin rely,
Bill Thomas
Maritime Coastal Construction
FIF-COVED
W11.M119GTONi t4C

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5/18/2020
Mail - Brock, Brendan O - Outlook
RE: Adjusting water depths in PNA
Weychert, Curtis R <[e-mail]>
Thu 5/14/202011:55 AM
To: Brock Brendan Q <brenclan.brock@ncclencgov>
Brendan, the tidal predictions were almost spot on with the preliminary data collected by the buoys, likely because we've had such mellow winds the last few days. I would say
that as long as you were there relatively close to the slack low tide, just subtract the 0.4' from your measurements and that is as close to a true MLW water level.
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Curtis Weychert
Assistant Major Permit Coordinator
North Carolina Division of Coastal Management
North Carolina Department of Environmental Quality
252-808-2808 x211
Cu rt. W [e-mail]
400 Commerce Ave
Morehead City, NC 28557
From: Brock, Brendan 0 <hrendan.hrock@ncdencgov>
Sent -Thursday, May 14, 2020 10:32 AM
To: Weychert, Curtis R <[e-mail]>
Subject: Adjusting water depths in PNA
Hey Curt,
I know you provided some help with water depth adjustments a while back but I am working on a major at 9241 Peakwood Dr. Sunset Reach. Its a PNA and the
applicant is looking to exceed the pier head line but NOT the 1/4 width. I went out to verity his depths yesterday. I got -2.4' NLW at the waterward end of the
proposed floating dock (Applicant got -2' 6" NLW) and -1.9' NLW at the landward end of the proposed boatlift/floating dock (Applicant got -2.0' NLW). Sunset
Beach Bridge tidal gauge on 5/13 had low tide at 8:08am at .4' above average. I took measurements at 9:45am. Just wanted to get your expertise to adjust the
numbers since you may be more familiar with the area and the tidal lag. It's going to be very close to meeting our water depths and it's in a PNA so no pressure!
Naha
I have attached the proposed survey with the applicants water depths and I added my depths on there for reference.
https:lloutlook.office365.com/mail/inboxlid/AAQkADVjMzg3NTMyLTIIMTMtNGM5Yyl hNzQ4LThiOWM2NWZhNjc5YwAQAG86gotb%2BOROp6%2Fxu... 112

5/18/2020
Brendan Brock
Field Representative
NC Div7sion of Coastal Management
Department of Environmental Quality
910 796-7270 office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
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NORTH CAROLINA
Environmental Quality
May 22, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.weychert(o-)NCDENR.gov
SUBJECT: CAMA
Applicant: Wayne Del Tufo
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Project Location: 9241 Peakwood Dr. SW, adjacent to the AIWW, in Sunset Beach, Brunswick County
Proposed Project: Proposal to construct a private docking facility with a covered boathouse, boat lift and
one slip, for a total of two (2) slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Wevchert at the address above by June 17, 2020. If you have any questions
regarding the proposed project, contact Brendan Brock at [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

This Ce:ti.i that'M--je are no delln(juerlt ad
valorem taxes, tees, assessments or other
I",t9 which the Brunswick County Tax
r.ollector is charged with collecting, that are a
lien on: Panel Number_ ',LSS M 245p1
as notated by the Brunswick County
Assessor's office. The is not a certification
Mat the parcel number matches the deed
description. {{��
ItlU��U
oate (Asst) Tax Co(. ! Del. Tax Spec.
IIIIIII�I IIIII11111�IIIIIIIIIIIIIIIII gSI?0441 m ons ;P
BrunswiCk County, NC Register of Deeds page 1 of 3
Brenda M. Clemmons Register of Deeds
11-15-2019 12:52;45.002 Brunswick County, NC
NC REVENUE STAMP: $978.00 (aE59872)
F : r
Revenue Stamps: W8.00
Parcel No. 2550002501
This Instrument prepared by: The Webster Law Firm, PC.
Delinquent tomes, if any, to be paid by the closing attorney to the county tax collector upon
disbursement of closing proceeds.
Brief Description: Tract containing 115 feet of road frontage identified as "Mark H.
Skelly" on survey plat recorded in Map Cabinet Y at Page 107, and 1.04 acres Tract shown
on the survey recorded in Book 4268, Page 138, Brunswick County Registry.
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made this t-ZA day of November, 2019, by and between
GRANTOR
WILLIAM W. BRADFORD and wife,
MARGARET SUSAN BRADFORD
P.O. Box 7673
Ocean Isle Beach, NC 28469
GRANTEE
WAYNE J. DEL TUFO and wife,
ANNE G. DEL TUFO
260 Queens Core Road
Mooresville, NC 28117
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:
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, subject to the reservations and restrictions hereinafter stated, all that
certain lot or parcel of land situated in Shallotte Township, Brunswick County, North Carolina,
and more particularly described as follows:
BEING all of that certain tract or parcel containing 115 feet of road frontage identified as
,,Mark H. Skelly" in a survey plat dated 23 October 1993, prepared by .Ian K. Dale,
R.L.S., and recorded in Map Cabinet Y at Page 107 in the Office of the Register of Deeds
for Brunswick County, North Carolina, to which plat reference is hereby made and which
is incorporated herein for greater certainty of description of said property.
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Brunswick County, NC pe9later of Deeds mmons PROF
pares 2 of 3
Together with all of Grantors right, title and interest in that certain lot or parcel of land
containing 1.04 Acres, 45,145 Sq. Ft, as shown and described on the survey by
Christopher D. Stanley, P.L.S., of East Coast Engineering and Surveying P.C. dated July
9, 2019, a copy of which is recorded in Book 4268, Page 138 of the Brunswick County
Registry and incorporated herein by reference.
For back reference see Book 1304, Page 143, Book 4268, Page 134 of the Brunswick
County Registry.
The above described lot or parcel of land is also known and identified as Brunswick
County Tax Parcel No. 2550002501.
Pursuant to N.C.G.S. Section 105-317.2, the mailing address of the Grantor and Grantee
are stated above. The property conveyed hereby does not include the primary residence of
the 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, subject to the reservations and
restrictions set out herein.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear
of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims
of all persons whomsoever, except for the exceptions herein stated. Title to the property
hereinabove described is subject to the applicable restrictions, easements and rights -of -way of
record, applicable zoning and land use laws, ordinances and regulations and ad valorem taxes for
current and subsequent years.
IN WITNESS WHEREOF, the Grantor has hereunto set his or her hand and seal on the
day and year first above written.
(SEAL)
William W. dford
SEAL}
Margaref Susan Bradford
[NOTARY ACKNOWIIF,DGEMENT ON NEXT PAGE]
RECEIVED
ED
MAY 0 4 2020
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Brunswick County, Nz:�z-461002C Ragagter of Leeds paQ of PROP
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWTCK
I, a Notary Public of the State aforesaid, do hereby certify that William W. Bradford, the
principal, personally appeared before me this day, and (i) I have personal knowledge of the identity of the
principal, or (ii) I have seen satisfactory evidence of his identity, by current State or Federal identification
with his photograph thereon in the form of a WIN— - , and that the principal acknowledged to
me that he voluntarily signed the foregoing document for the purpose therein and in the capacity
indicated.
Witness my hand and official stamp or seal, this the / day of November 2019.
G G3-a7 w
nooks otary Public
Lv .� L
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Y Notary Printed or typed name
(Seal)
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
1, a Notary Public of the State aforesaid, do hereby certify that Margaret Susan Bradford, the
principals, personally appeared before me this day, and (i)1 have personal knowledge of the identity of
the principal, or (ii) I have seen satisfactory evidence of her identity, by current State or Federal
identification with her photograph thereon in the form of a AJCZIC , and that the principal
acknowledged to me that she voluntarily signed the foregoing document for the purpose therein and in the
capacity indicated.
h
Witness my hand and otTicial stamp or seal, this the // 2*day of November 2019.
Notary Public
Sandra W Roolo
Notary Publlo �Q�}d to Wcx
00Armm Caur3 � Notary Printed or typed name
Y Commisslat E rea 28 z fig(
(Seal) My Commission Expires:
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Major Permit Fee Schedule
Project Name:-bR County:
Check No & Amoun* -3 i s
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100° ($($250
0% ($0)
excavation of any wetlands or
open water areas:
II- Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas'
III. For development that involves the
filling andlor excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or D below applies
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No 4175 can be applied
III(B) _ Pubic or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
$400
60% ($240)
40% ($160)
Certification No- 4175 cannot oe applied:
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($285)
40% ($190)
of wetlands andlor open water areas-