20101009 Ver 1_CAMA Application_20101206

I A 20101009
*
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM:
December 3, 2010
AFC © ?S
TO:
FROM
SUBJECT:
Applicant:
Cyndi Karoly, Supervisor e 2 r
401 Oversight & Express Permits Unit ? ++ X10
Division of Water Quality-Surface Water Protection srq?
%of
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA/Dredge & Fill Major Permit Application Review
Squires, David (c/o: D. Chad Kimes, P.E.)
Project Location: 263 Riverside Drive, (SR 1542), adjacent to the New River, in
Sneads Ferry, NC, Onslow County
Proposed Project: Applicant proposes to replace an existing boat ramp and perform
maintenance excavation of an existing boat basin and access canal
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by December 29, 2010. If you have any questions regarding the
proposed project contact Holley Snider [phone], when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity) Affirmative Action Employer
tone
NorthCarolina
;Vatunilly
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: David Squires / Maintenance Excavation % Darian Chad Kimes
2. LOCATION OF PROJECT SITE: The project site is located at 263 Riverside Drive (SR 1542), adjacent
to the New River, in Sneads Ferry, Onslow County.
Photo Index - 2006: 30-6566: N-0(9,10) 2000: 30-404: N-0(9,10) 1995: 30-391: S-T(12)
State Plane Coordinates - X: 2490118 Y: 298212 GPS File: P 111012A
Lat:34033'30.00688"N Long: 77°22'19.57643"W
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 11/10/10
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 11/01/10 Complete on 11/18/10
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Classification From LUP - Developed
(B) AEC(s) Involved: ES, EW, PT & CW
(C) Water Dependent: Yes
(D) Intended Use: Private / Community
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Residence, pier, boathouse, boat basin, boat ramp,
bulkhead and breakwater
Planned - replace boat ramp and maintenance excavate the existing
boat basin and access channel.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
nRFnnpn FII I Fn nTW- D
(A) Vegetated Wetlands (coastal)
84 ft.2 36 ft.2
(B) Non-Vegetated Wetlands - open 13,975 ft.2 144 ft.2
water boat ram
(C) Other (Highground) 10,810 ft2
(D) Total Area Disturbed: 24,965 ft.2 (0.57 acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to replace an existing boat ramp and perform
maintenance excavation of an existing boat basin and access canal.
David Squires c/o Darin Chad Kimes
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 263 Riverside Drive Chadwick in the Halls Point Subdivision, adjacent to a man-
made boat basin that is connected to the New River, in Sneads Ferry, Onslow County. To get to the site from
Wilmington take US HWY 17 N to NC HWY 172, which is located approximately 4 miles north of Holly Ridge.
Turn right onto NC HWY 172 and continue for approximately 6.2 miles to Wheeler Creek Road. Turn right onto
Wheeler Creek Road and travel approximately 0.7 miles to John Everett Drive. Turn right on John Everett Drive
and travel approximately 0.30 miles to Fulcher Landing Road. Turn left on Fulcher Landing Road and travel
approximately 0.30 miles to Hall Point Road/ Riverside Drive. Turn right on Hall Point Road and travel
approximately 0.40 miles where the road transitions to Riverside Drive. Continue on Riverside Drive for
approximately 0.40 miles. The project site is located on the left side of the road. The project site consists of two
lots adjacent to the New River that have a combined area of approximately 1.39 acres. The current elevation of
the property ranges from 0 feet above mean sea level (MSL) to approximately 4 feet above MSL. The project
site is adjacent to residential properties on the north and south sides, a vacant lot to the west and the New
River to the east. The project site has approximately 400 feet of shoreline frontage, some of which has been
stabilized with bulkhead. Existing man-made features on the project site include a residence with out-buildings,
a boat basin, docking facility, bulkhead, breakwater and boat ramp. The highground portion of the property is
vegetated primarily with lawn grasses and ornamental plants. Coastal wetlands are present in the location of
the concrete boat ramp and along the waterward edge of the bulkhead on the south side of the existing boat
basin. The coastal wetlands are an area of low marsh that measures approximately 3 feet in width and 40 feet
in length and consist of Salt Marsh Cordgrass (Spartina alterniflora) located below Normal High Water (NHW).
Water depths within the boat basin are approximately -2 feet @ NLW and are approximately -1.5 feet at NLW
adjacent to the existing docking facility.
According to the applicant the original dredging for the boat basin was conducted in 1963 and no records of
permits for the dredging of the access channel have been recovered. Aerial photographs indicate that
development along the shoreline has included a boathouse, breakwater, bulkhead, boat basin, docking facilities
and excavation (see application packet). The applicant has provided an Onslow County aerial photograph
dated 1963 show dredging adjacent to the shoreline and an access channel to the New River (see application
packet) located approximately 3 lots to the north in the vicinity of Daniel Thompson property. Mr. Squires
currently accesses the river by exiting his boat basin and turning due east across a shallow area where
submerged aquatic vegetation have been observed in the approximately 5,000 square feet of access channel.
The access channels located adjacent to the Thompson and Squires properties have been historically utilized,
and have experienced shoaling. The access channels contain SAVs at approximately 40% coverage based on
previous surveys conducted. A CAMA general permit #22549D was issued to David Squires on January 11,
2000 authorizing the replacement of the bulkhead, replacement of a wooden deck and maintenance excavation
of the boat basin to a depth of -2'@ Normal Low Water (NLW).
The Onslow County Land Use Plan classifies the upland areas of this project as Developed. The waters of the
project site are classified as SA by the NC Division of Water Quality. The NC Division of Marine Fisheries has
has not designated this area of New River as a Primary Nursery Area, and the waters adjacent to the
proposed project are closed to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to replace an existing boat ramp and perform maintenance excavation of an existing
boat basin and access channel. The applicant is proposing to perform maintenance excavation of an existing
boat basin measuring 40 feet in width by 40 feet in length. Based on previous inter-agency scoping meetings
the applicant is proposing to abandon the existing access channel located due east of his property and
excavate a historical access channel located adjacent to the property 3 lots to the north. The applicant is
proposing to excavate an area along the shoreline to the north of the basin that has been impacted by riprap,
bulkhead and docking facilities. The proposed channel area adjacent to the shoreline and docking facility
would range from 15-30 feet in width and would measure approximately 190 feet in length. This area would
David Squires c/o Darin Chad Kimes
Page Three
extend from the mouth of the boat basin to the north where the proposed channel would meet Mr. Thompson's
docking facility and turn to the east toward the New River. The applicant is proposing to excavate an area
adjacent to the Thompson docking facility that would measure approximately 10 feet in length by 30 feet in
width. The proposed access channel would then extend east and would measure approximately 15 feet in
width by 580 feet in length. As proposed the boat basin and access channel would be dredged to a final depth
of -3 feet @ NLW. The applicant states that the proposal to excavate the historic access channel is the provide
access for 3 lot owners. The applicant has stated that the existing access channel located due east of Mr.
Squires boat basin would be abandoned provided that dredging is approved, therefore decreasing the impacts
to approximately 5,000 square feet of shallow bottom SAV habitat. The applicant is proposing to dispose of the
spoil material on his vacant property located to the south of the boat basin. The proposed spoil disposal are
would be located 30 feet landward of NHW and would measure approximately 50 feet in width by 215 feet in
length. The applicant is also proposing to replace an existing concrete boat ramp measuring approximately 12
feet in width by 20 feet in length.
10. ANTICIPATED IMPACTS
The proposed dredging of the boat basin and access channel would result in the removal of approximately
13,975 square feet of shallow bottom habitat of which approximately 3,900 square feet of submerged aquatic
vegetation, at 40% coverage, would be excavated. The proposed excavation would result in approximately 566
cubic yards of material to be removed from below NHW. The proposed boat basin excavation would result in
the excavation of approximately 84 square feet of coastal wetlands. As proposed the boat ramp would be
replaced within the existing footprint and would result in approximately 180 square feet (2.7 cubic yards) of
concrete fill to be placed below NHW of which approximately 36 square feet of coastal wetlands would be filled.
The boat ramp would not result in any increases in impervious surfaces. The disposal site would result in
disturbance of approximately 10,750 square feet of highground. Temporary increases in turbidity can be
expected during dredging activities.
Submitted by: H. A. Snider Date: November 29, 2010 Office: Wilmington
Chad Kimes, PE
104 Newton Road
Hampstead, NC 28443
910-470-4494
November 17, 2010
NARRATIVE v '
For
Mr. David Squires
Mr. David Squires is requesting to maintenance dredge the channel from the existing boat
basin on his residential property to the North until it reaches to the access channel which
is located directly east of adjacent property owner Mr. Thompson. Once it reaches to this
channel, Mr. Squires is requesting to maintenance dredge this existing channel until it ties
into the River where there is an established 3 foot MLW. Currently, the water depth is
from 1.0' NLW to 2.5' NLW, which is causing difficulty with boating and docking. Mr.
Squires is requesting this be dredged to 3' at NWL. In addition to the maintenance
dredging, Mr. Squires is requesting to replace the existing 12' x 20' wide concrete ramp
with a new 12' x 20' concrete ramp. The existing ramp is in need of repair. The ramp will
remain the same size, which means the impervious area will remain the same.
There have been two scoping meetings concerning this project. The first scoping meeting
was held on February 22, 2010 (see the attached minutes). Based on this meeting, an
SAV survey was conducted on the original proposal in which it was proposing to dredge
in the access channel due East of Mr. Squires. Other alternates were explored during this
survey. However, due to the findings of the SAV survey, it was determined to look at
other options which were best for the environment.
A second scoping meeting was held on September 13, 2010 (see the attached minutes).
A second alternative (current proposal) was presented at this meeting. Aerials provided
at the meeting concluded that an access channel to the North of Mr. Squires had been
traditionally maintained and utilized. An aerial from approximately 1963 indicates the
year the access channel was actually constructed. In addition, the channel along the land
showed development over time which includes a boat basin, bulkhead, breakwater,
boathouse, and excavation. Therefore, the access channel had been historically utilized.
As shown in the aerials, the existing channel has filled in quickly since 2001. In 2001,
the channel on average was over 30' wide. Shoaling has occurred in this area at a rapid
rate. Also noted is the channel that was located in front of Mr. Squire's property. This
too has quickly filled in. Based on this second scoping meeting, all persons present
agreed that this proposal is considered maintenance dredging. It was also noted that the
reason for a Major Permit was because of the presence of SAV's.
Based on these meetings and investigations, Mr. Squires is proposing approximately 770
linear foot of dredging from the boat basin, the access channel, until 3' NLW is obtained.
The total area to be dredged is 13,975 square feet, which is approximately 600 cubic
yards of material. There will be approximately 120 square feet of coastal wetlands
impacted from the dredging of the boat ramp area. These wetlands have formed on and
adjacent to the boat ramp since use has declined over the recent years.
Squires, Page 2
This area is closed to shellfish and is not located within a primary nursery area. There
will be approximately 3,900 square feet of impacts to SAV's in the 580' of access
channel. This is based on an average of 40% coverage of SAV's in this access channel.
The channel landward was free of SAV's.
As a proposal for the impacts of these SAV's, Mr. Squires is willing to give up his
current use of the access channel due East of his property. This will prevent prop wash
damage on SAV's and will allow SAV's to grow in this previous used channel. It is
estimated that approximately 5,000 square feet of new SAV's will expand in this channel
and will be able to stay established due to the elimination of boat traffic in this access.
In addition to this, now there will only be one access channel for 3 lots in this area. This
proposal is reducing the number of access channels and reducing the prop wash effects on
SAV's.
Mr. Squires has contacted Coastal Dredging to perform the dredging. Coastal Dredging's
method of dredging is with an excavator and a barge. The dredged material will be
hauled to Mr. Squires' lot, which is adjacent to the boat basin. The spoil material will be
unloaded at the riprap bulkhead. The barge will be able to ramp any wetlands directly in
front of the bulkhead. The estimated amount of dredged material is 600 cubic yards. No
coastal wetlands will be impacted from this operation except for the wetlands mentioned
earlier. Silt fence (NCDOT Standard 1605.01) will be utilized before the spoil is placed
on the property. The spoil will be contained in a 150' x 30' area until it dries. Once the
material is dry, the material will be graded, seeded and mulched on the residential lot.
I, Chad Kimes, as a duly Registered Professional Engineer in the State of North
Carolina, will be representing Mr. David Squires, and will personally oversee all of this
proposed work. I am also certified in Erosion & Sediment Control Level III-A and Level
III-B(#181,#204). If there are any additional questions, please contact meat 910-470-
4494.
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AN
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date q Z Z (?
Name of Property Owner Applying for Permit:
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Mailing Address:
263 16vale0e: Anti,)--t
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I certify that I have authorized (agent) to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) Z%?6 r/r?G , ?rr DGL?C/??r .9-"a- ,
at (my property located at) 263 Kl ?m /o L"C,-
This certification is valid thru (date) Z Z

Property Owner
t:.i?ate
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
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APPLICATION Wr

Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Squires Dredging
Applicant 1: First Name
David MI Last Name
Squires
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
263 Riverside Drive PO Box City
Sneads Ferry State
NC
ZIP
28460 Country
us Phone No.
910 - 327 - 2776 ext. FAX No.
- -
Street Address (d different from above) City State ZIP
Email
2. AgentContractor Information
Business Name
Darian Chad Kimes, P.E. (Engineer/Consultant)
Agent/ Contractor 1: First Name
Chad MI Last Name
Kimes
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
104 Newton Road PO Box City
Hampstead State
NC
ZIP
28443 Phone No. 1
910 -470 -4494 ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit '
3. Project Location
County (can be multiple) Street Address State Rd. #
Onslow 263 Riverside Drive SR 1542
Subdivision Name City State Zip
Halls Point Sneads Ferry NC 28460-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. N/A, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak New River
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 New River to 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-
Onslow County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
400' (Both Lots) 0.8 ac + 0.59 ac = 1.39 ac = 60,548 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, , NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0'-4' ®NHW or ?NWL
e. Vegetation on tract
Vegetation on tract consist of various yard grasses, shrubs, and trees. Coastal wetlands found on tract . Impacts to coastal
wetlands will be 36 sf on the boat ramp replacement and 84 sft on the dredging adjacent to ramp. No other impacts to
wetlands will be impacted by the dredging or unloading of the spoils.
f. Man-made features and uses now on tract
Residential house, existing pier, boathouse, boat basin, boat ramp, existing bulkhead,and breakwater
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-8M (Attach zoning compliance certificate, if applicable)
?Yes ?No [DNA
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?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No
(Attach documentation, if available)
I"
V - i'
Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
Private Septic
o. Describe existing drinking water supply source.
County Water
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this project is to dredge the existing boat basin and existing channel to the North and out the existing channel
so there will be 3' of water at NLW. Also, we will be replacing the exisitng 12' wide concrete boat ramp. The use of this facility
is for boating. Daily operations will be boating.
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.
There will be one excavator and one barge. Once excavated, the dredged material will be barged to an approved site.
Please see the attachment. The spoil will be unloaded from the barge with a bobcat and unload it at the spoil site. Broken
ramp will be removed by excavator and concrete will be formed and poured up to NHW mark. The next section will be
poured on high round and slid into lace with excavator. All equipment stored on high round with the exception of barge.
d. List all development activities you propose.
Dredge in the existing channel as shown on the plans to obtain 3' of water @ NLW to ensure traditional use. Also, replace
the exisitng concrete ramp with new concrete. The Exisiting concrete is broken from prior repairs to the boat basin.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 13,975(Dredging)+240(Ramp)+
10,750(Spoil) ®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.
NONE
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property 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 s 4tu*.of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, dravl' to+ isjinl tl it
between work completed and proposed.
7.7
r
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Mr. Leo Urban
Phone No.
Address 275 Riverside Drive Sneads Ferry, NC 28460
Name Mr. Donald Thompson
Phone No.
Address 255 Riverside Drive Sneads Ferry, NC 28460
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.
Since the original dredging took place in 1963, there are not any prior permits on record for dredging for the access channel.
Cama General Permit # 22549-D 6/29/90 Maintenance of bulkhead, deck, excavation
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.
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 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 t thful to the best f my knowledge.
Date September 27, 2010, Rev 10/28/10 Print N ha imes, P
Signature
i
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
IN

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length 770' 40' 20'
Width 151-30, 40' 12'
Avg. Existing
Depth 1'-3' NLW 2.0' NLW Existing NA NA
Final Project '

Depth 3.0
NLW 3.0' NLW Existing NA NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in b.
cubic yards.
600 cy NWL
c. (i) Does the area to be excavated include coastal wetlands/marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 84 sf ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
28'x T area adjacent to ramp will be dredged with wetlands.
Boating/Docking,
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
263 Riverside Drive- Vacant Lot
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:
Fill
?This section not applicable
Type of material to be
Sand/Mud
High-ground excavation in cubic yards.
N/A
?This section not applicable
215'x 50'
area.
d. (i) Will a disposal area be available for future maintenance?
?Yes ONo ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA
(ii) If yes, how much water area is affected?

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 waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
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.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
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,
(ii) Amount of material to be placed in the water 2.7 cv
concrete
(iii) Dimensions of fill area 12'x 20' Ramp
(iv) Purpose of fill
Replace the existing 12'x 20' concrete ramp. This is a
replacement, so the fill is the same.
submerged aquatic vegetation (SAV), shell bottom (Z513), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 36 ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
12' x 3' area of wetlands have formed on existing ramp. Fill is
replacing existing ramp
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt Fence, graded, seeding
b. What type of construction equipment will be used (e.g.,
backhoe, or hydraulic dredge)?
Excavator, Barge, Bobcat
c. (i) Will navigational aids be required as a result of the project? d.
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.

(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.
18'x 55' barge with a 2.5' draft with a 20' ramp will be used at
high water to unload spoils at bulkhead. No wetlands will be
impacted with this procedure. Bobcats will push the material off
the ramp
September 27, 2010, evised 10/28/10 `had Kimes, PE
KIMYeV 1111 1) a p
Date pli me
Squires Dredging
p
Project Name plicant Signature
r
5M 8 0 P,. 8 0 :z 1 .t:_;',' P? ta. 1, ., `, '?', z.>--. "1 ,TMd -??.? 5 Ea3 3__%_ ??•_ ?2s v. ?.
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 []This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial []Public tGovernment ®Pdvate/Community ?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
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
(iii) Length
(iv) Width
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 ('beet slips°) only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
Replacing exisitng 12'x 20' concrete ramp
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: 14'-26'
M. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
i. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
1. (i) Will the facility be open to the general public?
?Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applic
252-808-2808 :: 1-888-4RCOA5T :: www.nccoastaimanagement.net revised: 12/27/06
Form DCM MP-4 (Structures, Page 2 of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake' signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
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
?WL ?None
252-808-2808.: 1-888-4RC©AST :: www.nccoastalmanageme_nt,net revised: 12/27106
Form DCM MP-4 (Structures, Page 3 of 4)
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 Ieaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public(Govemment ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.)
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
a. Length b. Averaqe distance
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structurefsl-
?Commercial ?Public(Government ?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
a. Proximity of structure(s) to adjacent riparian property lines
Ramp is 200' from Mr. Urban, 180' Mr. Thompsaon
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.
8. OTHER
b. Number
®This section not applicable
®This section not applicable
NWL, or wetlands
®This section not applicable
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
180'
d. Water depth at waterward end of structure at NLW or NWL
Tat NLW
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmana ement.net
-- - - --- -
?This section not applicable
revised: 12127!06
Form DCM MP-4 (Structures, Page 4 of 4)
a. Give complete description:
One exisitng concrete boatramp will be replaced exactly as exisiting. The existing has been damaged over the years.
September 27, 2010
Date
Project Name
Squires Dredging
P
plicant Name
Chad Kimes, PE
plicant Signature
252-888-2808 :: 1-888-4RCOAST :: www.nccoastaimanagernent.net revised: 12i27l06
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