20191295 Ver 2_CAMA Application_20210129

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
January 29, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
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)
gregg.bodnar(dncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Tim and Deborah McCollister
Project Location: 0 NC 12 Hwy, Parcel#0149090000 Frisco in Dare County
Proposed Project: Install a culvert and driveway in the existing canal to connect to an upland,
permitted #57 stone driveway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grew Bodnar at the address above by February 19, 2021. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) 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**
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
NORTHCAROUNAD_E Q�I
Uatuotmmt of Environmental quality
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901

DARE REAL ESTATE
COUNTY TRANSFER TAX
0 LT
1' APPRon
0 DARE COUNTY'
COLLECTOR
NO,
Recorded: 12/05/2017 04:34:36 PM
BY: SHAREE WILDER
Vantage MCMutran, Register of Deeds
Dare County, NC
Fee Arth$26.00 NC Excise Tox:$116.00
BOOK 2208 PAGE 479 (3)
O^^ 7080te713 1111111111111111111
Parcel Identifier No. �f 14909,000
Man after recording to: Dixon & Dixon Law Offices, PLLC, P. O. Box 750, Avon, NC 27915
This instrument was prepared does L. Merrell, Attorney At Law
Brief Description for the index T''Jspf 2, Blk. A, C. H. Fulcher Tract
NORTH CFRO
rember 15. 2017, by fh
GRANTOR
Jerry Ixe Sharp and wife,
Margaret Bemett Sharp
35270 Babb Drive
Ivor, VA 23866
WARRANTY DEED
GRANTEE
Timothy J. McCollister and wife,
Debra L. McCollister
VA 23322
The designation Grantor and Grantee as used herein shall include s#`parries, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as req by context.
WITNESSETH, that the Grantor, for a valuable consideration paid Qy Ike Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and unto the Grantee in fee simple a0 that
certain lot or parcel of land situated in the Village of Frisco, Hatteras T spip, Dare County, North Carolina and
more particularly described as follows:
See Exhibit "A" attached hereto and made a part hereof.
An ore portion of the property herein conveyed does not include the primary reYe ence of the Grantor.
This instrument prepared by Dan L.Merrell, a licensed North Carolina attorney. Dell
cut taxes, if any, to be paid by
the closing attorney to the County Tax Collector upon disbursement of closing pro"
Book 2208 Page 479

'✓y4he property hereinabove described was acquired by Grantor by instrument recorded in Deed Book 2181, Page 907,
`i)are County Registry.
A`�_ "'"9p''',, showing the above described property is recorded in Map Book 2, Page 191.
TO ttrvya AND TO HOLD the aforesaid lot or parcel of land and an privileges and appurtenances thereto belonging to
the Gr site �iin fee simple.
And the Y'6raator covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the sa in fee simple, that title is marketable and free and clear of an encumbrances, and that Grantor will
warrant ,ad lid thetitle agalnstthe lawful claims of an persons whomsoever except for the exceptions hereinafter
stated. ( _
Title to the
the following exceptions:
Easements and restrfWain of record, if any, in the Dare County Registry.
Any and an local, coLu , state and federal ordinances, rules and regulations relating to land on, zoning and
subdivision affecting the subject premises.
IN WITNESS WHEREOF, t1lorantor has hereunto set his hand and sea], or If corporate, has caused this
Instrument to be signed In its c orate name by its duly authorized officers and its seal to be hereunto affned
by authority of its Board of Dirge, the day and year first above written. p 0 ctll.lA n. In
at (SEAL)
Jeeb# Le Sharp
t r t 1
�Y g2a kit 4(SEAL)
Margaret Mnett Sharp
State of JR . County of i]iU9 iuck-
1, a Nnotary Public of the C' dS pty and State aforesaid, certify that Jerry Lee Sharp
personally appeared beforethis day and acknowledged the execution of the
SEALSTAMP foregoing Instrument. Wime y hand and official stamp or seal, thisb s- day of
r.1t=r�Ff+oo'�i.1017. Y�JJ(( yn� . �,, 1 ,� .. .
My commission expires. -als"a021 ' (SEAL)
Notary Pu
=C81011na
C,
State of vs, CU/iLd ,County of THg(�o1J
SEAL -STAMP
1, a Notary Public of the County and State aforesaid, c rtity that Margaret Bennett
personally appeared before me this day and acknogld5lged the execution of the
pMpON a tp foreg g instrument Witness my hand and official stamp�iCGJ.eel, this �7 day of
Molmry PUDO 2017,
Calamom"altn of 1My11a0 +
17010
F j' commission expires: otary Public
EAL)
�1JPublic
SNfueok �. t-EFr�
Book 2208 Page 480

0 - EXHIBITA
,e'Beginning at an existing iron stake or other marker situated on the Northern margin of the right of way
(If the Hatteras NC 12 Highway in Frisco; NC; said beginning point being situated on the Southeast corner
b'f of 3, Block A of the C. H. Fulcher Tract; and running thence from said beginning point along the
NbrtWrn margin of the right of way of the Hatteras NC 12 Highway North 75°00'00" East 69.02 feet to
an existing iron stake in the Southwest comer of aparcel of land now or formerly belonging to Edward J.
Woods. and shown as Lot A on Map Book 2, Page 191 in the Dare County Public Registry, and
cornering�un""ning thence North 24°56'57" West 728.78 feet, more or less, to a point at the mean high
water marxe7 the Pamlico Sound; thence running in a generally Northwesterly direction along the mean
high water rt* of the Pamlico Sound North 77°36'56" West 86.36 feet, more or less, to a point at the
mean high r mark of the Pamlico Sound, and cornering; running thence South along the
Easternmost bo ry of Lot 3, Block A of the C. H. Fulcher Tract South 25°00'00" East 769.23 feet,
more or less, to th existing iron stake marking the point and place of beginning.
The same being designated as Lot 2, Block A, on the aforesaid map of the Division of C. H. Fulcher Estate.
Reference is made to t46ertain deed from Virginia L. Sharp, Widow, Grantor to Jerry Lee Sharp,
Grantee, dated July 18, 20"nd recorded July 19, 2017 in Deed Book 2181, Page 807 in the Dare
County Public Registry for furtl%�cJarification.
0X11.
0
�f
f
Book 2208 Page 481

MAJOR PERMIT FEE MATRIX
ADDlicant: Tim & Deborah McCollister, Maior Modification to 92-19
Selection
Development Type
Fee
DCM %
DWQ %
(143001601 435100093 1625 6253)
(243001602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open 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 a lies
III(A). Private, non -
El
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4175 (See
attached can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4175 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
60% ($240)
40% ($160)
4175 (see attached) cannot
be a lied:
H$475
IV. For development that
involves the filling and/or
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

\
�
�
Q
\
i
)
2
!
2 )
$
;
» !
*
!

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tim and Deborah McCollister; Major Modification to 92-19
2. LOCATION OF PROJECT SITE: 0 NC 12 Hwy (Parcel #014909000), Lot 2, Block A
of C H Fulcher Tract subdivision, next to McCollister residence at 52138 NC 12 Hwy,
Frisco, Dare County; adjacent to man-made canal that connects to Pamlico Sound.
Latitude: 35°14'58.61"N Longitude:75°36'30.90"W
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/09/20
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete—01/26/21
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — S1/Residential
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Onsite septic system
Planned - N/A
(F) Type of Structures: Existing — Mobile home
Planned - Culvert and fill for driveway
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (404)
n/a
n/a
n/a
(B) Open water (EW/PTA AEC)
n/a
370± sf
n/a
(C) High ground (ES/PTS AECs)
n/a
n/a
n/a
(D) Total Area Disturbed: 370± sf (0.01 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW Open to Shellfishing: No
8. PROJECT SUMMARY: The applicants are proposing to install a culvert and driveway
in the existing canal, to connect to an upland, permitted #57 stone driveway.

Field Investigation Report: Tim and Deborah McCollister; Major Modification to 92-19
Page 2
Project Setting
Tim and Deborah McCollister's project is located on Parcel #014909000 at 0 NC 12 Hwy,
Lot 2, Block A of C H Fulcher Tract subdivision, in Frisco, Dare County. The 1.7-acre lot is
adjacent to their single-family residence at 52138 NC 12 Hwy, Frisco, and to a man-made
canal that connects to the Pamlico Sound. Man-made features onsite include a mobile
home and septic system. The shoreline length along the two sides of the canal totals 142
feet. The elevation of the tract ranges from 3' to 6' above normal water level (NWL). There
was no notable erosion escarpment in the project area, and no known archeological sites on
the property.
Coastal wetland vegetation onsite consists of Black Needlerush (Juncus roemerianus), Salt
meadow Cordgrass (Spartina patens), and Big Cordgrass (Spartina cynosuroides). High
ground is overgrown with the following non -coastal vegetation: Live Oak (Quercus
virginiana), Eastern Red Cedar (Juniperus virginiana), Wax Myrtle (Morelia cerifera),
Chinese Privet (aka Common Privet and Japanese Privet--Ligustrum sinense Lour), Adam's
Needle Yucca (Yucca filamentosa), and indigenous grasses.
The adjacent riparian property to the northeast is developed with a storage shed, and part-
owner of a wooden vehicular bridge that is elevated 4' above NWL in the center. The
applicants have purchased the vacant lot (Parcel #014908000) that is immediately next to/
west of the project site. The adjacent riparian property to the northwest is developed with a
single-family residence, detached garage, and two -track driveway that has a culvert in place
to cross the canal.
Major Permit (MP) #92-19 was originally issued on 11/25/2019 for a wooden vehicular
bridge with associated 404 wetland fill of 535 square feet (sf) and driveway using #57 stone.
Some clearing has occurred north of the canal, in front of the existing mobile home, in
preparation for the permitted driveway. The US Army Corps of Engineers (USACE)
authorized the fill project on 11/25/2019 via Programmatic General Permit #198000291
(Action ID SAW-2019-00951. The wetland delineation was verified by the USACE on
06/04/2019. The NC Division of Water Resources (DWR) authorized the project through
Water Quality Certification 4175, project DWR Project No. 2019-1295.
The Pamlico Sound is classified as Coastal Waters, and is in the Pasquotank River Basin.
The Environmental Management Commission's water classifications for this tributary are SA
and High Quality Waters (HQW). The area is closed to shellfishing. The water depths in
the adjacent man-made canal range from -V to -1.5' NWL at the project site. There were no
submerged aquatic vegetation (SAVs) found at the project site.

Field Investigation Report: Tim and Deborah McCollister; Major Modification to 92-19
Page 3
Development Proposal
As noted in the project setting, the original MP was issued for a wooden vehicular bridge
and stone driveway to access the existing home north of the canal. Due to the costs of
bridge construction, the McCollisters are now requesting authorization to install a 20-foot by
42-inch corrugated metal culvert in the man-made ditch/canal and place clean fill material
over the culvert. The new section of driveway is proposed to be 12 feet wide with 3:1 side
slopes, using #57 stone and geotextile fabric, and connect to the permitted driveway. This
project will impact 370± sf (18.5'x20') and require 555± cubic yards (cy) of fill below NWL.
The culvert will be installed with an excavator, and matting may be used to temporarily cross
over existing wetlands. Silt fencing will be installed around disturbed area(s) to prevent
runoff into the adjacent wetlands and waterbody.
Anticipated Impacts
Filling of the canal will impact 370± shallow water habitat in the Estuarine Waters/Public Trust
Areas AECs.
Submitted by: Yvonne Carver
Date: 01 /26/2021

110NNr-1 ��CEIVED
APPLICATION for
Major Development Permit JAN 19 2021
(last revised 12/27/06) QQM-EC
North Carolina DIVISION F COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
McCollister Culvert
Applicant 1: First Name
MI
Last Name
Tim
McCollister
Applicant 2: First Name
MI
Last Name
Deborah
McCollister
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1305 Equinox Landing
Chesapeake
VA
ZIP
Country
Phone No.
FAX No.
23322
USA
757 - 630 —8754 ext.
- -
Street Address (if different from above)
Cily
State
ZIP
Email
tim—[e-mail]
2. Agent/ContractorInformation
Business Name
Atlantic Environmental Consultants, LLC
Agent/ Contractor 1: First Name
MI
Last Name
Doug
A
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
city
State
P.O. Box 3266
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
7707 ext.
252 - 599 - 2603 ext.
FAX No.
Contractor #
252 261 7707
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 0. 1-888-4RCOAST :: www. ncc oastatmanag ement. net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Dare
0 NC 12 Hwy; Parcel #014909000; Pin # 051613231274
NC 12
Subdivision Name
City
State
Zip
None
Frisco
NC
27936 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
757 - 630 - 8754 ext.
Lot 2, BLK A, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
1) A-S Qko T-k �i K
Manmade canal to Pamlico Sound
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 RManmade []Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
RYes ❑No
work falls within.
Dare County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of enfire tract (sq.ft.)
213 total linear feet; 71' soundside; 142' canal
51,164 sf
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
51,164 elf, I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3'-6' ❑NHW or RNWL
e.
Vegetation on tract RECEIVE
Live Oak, Red Cedar, Black Needle Rush, Spartine sp., Wax Myrtle, Chinese Privot.
JAN 19 2021
f.
Man-made features and uses now on tract
Exisitng mobile home and septic system. ®GM -EC
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Residential properties adjacent to property. Residence on south west property and vacant lot with shed on north east
property.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
RYes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes RNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes RNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes RNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagoment.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
®Yes ❑No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted?
®Yes [:]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite conventional septic system
RECEIVED
o. Describe existing drinking water supply source.
Public water supply
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 ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed driveway will provide permanent access to the existing mobile home. The property owners have used an
adjacent property owners bridge to access the mobile home but ownership has changed and this is no longer an option. The
proposed driveway with culvert will privide permanent access over an existing ditch.
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.
The proposed driveway will cross an existing man-made ditch with one, 42 inch 20' corrugated metal culvert. The culvert will
be placed in the center of he ditch and backfilled with clean fill material for the driveway construction. An backoe and
excavator will be used to place the culvert and construct the driveway. Equipment to be stored onsite during construction.
d.
List all development activities you propose.
Construction of a driveway over an exisitng man-made ditch to access an existing mobile home. Upland development
includes driveway to existing mobile home.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What is the approximate total disturbed land area resulting from the proposed project? 0 ❑Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No DNA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
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 DNA
If yes, attach a mitigation proposal.
<Form continues on back>
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

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) — (0 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 stale 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 David & Grace Hallenbeck Phone No.
Address PO Box 1733, Buxton, NC 27920
Name Eric & Rhonda Reitz Phone No.
Address 1246 Forsyth Lane, Galena, OH 43021
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.
CAMA Major Permit #92-19 Issued to McCollister 11/25/19 USACE SAW-2019-00951 Issued to McCollister 11/25/19
DWR Projet No.2019-1295 Issued to McCollister 11/06/19
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.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of stale 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 11/06/20 Print Name _Doug Dorman, Consultant
Signature D�'P RECEIVED
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
JAN 19 2021
DCM-EC
252-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net

PROJECT NARRATIVE
McCollister Project
CAMA Major Permit #92-19
Permit Modification
Project Description:
Rec,obcd
DEC 02 1020
DCto-EC
The subject property is located in Frisco, Dare County, North Carolina. The property is a
developed 1.17 acre lot with Coastal and Section 404 wetlands.
The existing permit was issued for wooden bridge and driveway to access an existing
mobile home. The cost associated with constructing a bridge that will support vehicles is
not economically feasible; therefore, the owners are proposing a culverted driveway over
the existing manmade ditch/canal. The access driveway will be constructed by installing
one 20 foot long by 42 inch corrugated metal culvert. The driveway will be 12 feet wide
with 3:1 side slopes down to the culvert base and fill 555 cubic yards below normal water
level. The driveway will be constructed as previously permitted using #57 stone and
geotextile fabric.
Wetland Fill Mitigation:
The existing permit is authorized to impact 535 square feet of Section 404 wetlands for
the construction of the access driveway to the existing mobile home. There are no
additional wetland impacts associated with placement of the culvert; therefore, we are
proposing no mitigation for the modification.
Wetland Delineation:
A wetland delineation was completed by Atlantic Environmental Consultants, LLC and
verified by the US Army Corp of Engineers on June 4, 2019. A copy of the Approved
Jurisdictional Determination signed by Billy Standridge is included with the application.
Submerged Aquatic Vegetation (SAV) Analysis:
An SAV (subaquatic vegetation) survey was conducted on 7/1/19 by Doug Dorman of
Atlantic Environmental Consultants, LLC. There was no SAV growth in the location of
the proposed driveway.
Construction Techniques:
The culvert will be installed with an excavator and clean fill material will be placed over
the culvert to create the driveway. As the driveway is being constructed some matting
may be placed temporarily over the existing wetlands to provide a safe working platform.
The matting will be removed when the driveway construction is complete. A pickup truck
and small tractor will be used to transport material over the driveway as it is being
constructed.

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Reccivicd
DEC 0 3 m
DCM-EC
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
Avg 18.5'
Width
20'
Avg. Existing
NA
NA
-1.5'
Depth
Final Project
NA
NA
0
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (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
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
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 ❑None
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(III If yes, how much water area is affected?
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement_net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
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 wateward 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
(ii) 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,
(ii) Amount of material to be placed in the water 555 CU YDS
(iii) Dimensions of fill area 18.5' x 20'x 1.5'
(iv) Purpose of fill
For proposed culvert over ditch to access driveway.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Fill material has been authorized through initial CAMA Major Permit
#92-19.
# 57 stone will be used for driveway and silt fence will be installed
around distrubed area to prevent material from impacting
wetlands.
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.
11/06/20
Date
McCollister Project
submerged aquatic vegetation (SAV), shell bottom IS B), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAv _ ❑SB
❑WL ❑None
(III Describe the purpose of the fill in these areas:
Fill material
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Small tractor and dump truck
d. (1) 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.
Wetlands will be crossed during driveway construction.
Temporary matting to be used during construction.
ReAi1r\(AN
Project Name
DEC D 3 EM
252-808.2808::1.888.4RCOAST:: www.nccoastalmanagement.net ,Uko IV)-LEJ revised: 12126/06

Form DGM MP-2 (Excavation and Pill, Page 3 of 3)
Authorized agent - Doug Dorman
Applicant Name
27-�Ib P61444tlLlt
ApplicaRSignalure
ecciVcd
I,, 1^^t
4-
DCM-Eli
252-808.2808 :: 1-888-4RGOAST :: w w nccoastalmanagement_net revised: 12126/06

Receivcd
:. u 9, 2C.(
Form ON MP-5
BRIDGES and CULVERTS DCM-EC:
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. BRIDGES NThis section not applicable
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(Ili) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (1) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert: _
(iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes ❑No I. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes ❑No
If yes, explain:
2. CULVERTS ❑This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
Man-made canal
c Form continues on back>
252-808.2808 :: 1.888.411COAST :: wwvv.nccoastalmana_gement.npt revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4) Receivicd
c. Type of culvert (construction material):
Corrugated metal
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ONO
If yes,
(it) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
❑Yes ONO
If yes,
(it) Length of existing culvert(s): _
(iii) Width of existing culvert(s): _
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
I. Length of proposed culvert: 20' 9. Width of proposed culvert: 42"
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
2, 6„
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes ONO []Yes ONO
If yes, explain: If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ONO
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ❑Yes ONO
If yes,
(ii) Avg. length of area to be excavated: _
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards: _
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetands/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 excavation in these areas:
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 10/26106

Form ®CM MP-5 (Bridges and Culverts, Page 3 of 4) Receilicd
n^
d. If the placement of the bridge or culvert involves any excavation, please complete the following: OL,
(1) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(III) Do you claim title to the disposal area? OYes ONO (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? OYes ONO
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (W L), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? OYes ❑No
If yes, give dimensions if different from (h) above.
e. (i) Will the placement of the proposed bridge or culvert result in any I. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes LINO be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: 18.5' feet affected.
(iii) Avg. width of area to be filled: 20' ❑cW ❑SAV ❑SB
(iv) Purpose of fill: Fill around culvert for driveway. OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Wetland fill already permitted under major Permit #92-
19
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item it above) to
be placed on high -ground? ❑Yes NNo
If yes,
(ii) Avg. length of area to be filled:
(III) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? OYes ONO detour structures? OYes ENO
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1-888.4RCOAST :: www_nccoastalmanauement.net revised: 10126/06

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
❑Yes ®No
if yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe, excavator.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
11/06/20
Date
McCollister Project
Project Name
Tim & Deborah McCollister
Applicant Name
pip Z?0'40ta-Y'
ApplicaKSignature
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be installed in work areas and toe of slope at
wetland fill areas to prevent further impacts to wetlands.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Temporary matting will be used during construction of
driveway.
252.808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 10/26106

PAMLICO SOUND
RECEIVED
JAN 19 2021
DCM-EC
\
LEGEND
\
\ X
e seolmA ffirz\
mua
\
\
�l*k
rT5' AEC 12M
U.y :1 IYJN'�
SITE
FRISCO, NC
— PERMITTED #57 STONE DRIVEWAY
— PERMITTED WETLAND FILL (535 SF)
— 30' DCM BUFFER LINE
— 75' AEC LINE
— WETLAND LINE (VERIFIED BY USACOE 06/04/19)
— EXISTING SHORELINE (NWL)
— EXISTING WATER DEPTHS
— EXISTING LIVE OAK TREES
20' X
BUFFER LME \
75• eec PERM ?M\DRIFEIIAY
NIX
SHEET 1 OF 3
CAMA MAJOR PERMIT
FRISCO - DARE COUNTY - NORTH CAROLINA
5P' 0' too' 20030o' gTL4N71C EM//RONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1"=100' P.O. B0X .i166, A9TTY /L40% N.C. 2790
(252261-7707a-mo// dougdoecOgmal/.com
FILE MCCOLUSTER 2019DATE:

n00
w
o
\
/
O
A
\
m
�-
►
a D
�,
6s
.
I` l
yx
i
a
D
\
Fm
F
No fA
o
II
�
1
/
0
�
o
o
`
n
\ -•'/
�
�
it
--..
►
i►
''
FI l
i�
Y: 0
N
D
r
-
► 1
1
frl
A
►
►
►
.ZDI
r
rN
\ gi `\.. ►
r
tl
Z u�i M l l o
C-!
i�
x X
I
x
r�i
I
cJn_ o
c� v
I
'�^
I
v
1
m.
t�+
/
q=
Z
D
Z
"'
\ -//
nm n
N; Iltl l�,
z z
z
n
Drno
o
1
r-�i
f
N
C
C m
�
FA
Ofo� O
tp5.
�r lull\
`1
/
O .11
m..
<
m m
A
NZ
N O
F'
y
y�
J
���^
Z
1M�\
\"•..
Oj
mG •'+
�A l� l�` /
T` m
Z
m
r
z
OZI
cF
p
OR
' .lRDI
�
\1
<
z
m
o
m
��
F
m
\
FI
ll`\
®
m N
N
d
p
{
mA
n
A
n
\
>
\\`�l
ti a
3 e
`
/
l\��
(TI
z j

p
DM
m A
DZ_
W
N p
O
!T
N `�
�
N
O
O
Z
p
A
p
D
N
o
my
x
7I
p
(x
Z
ZO
�N
z
D
f
p
A
0
D
z m n +wp
g
z�
II
l�1
Om�mgmmmmmm
TO m
NNNN
NFi
4ky
O
I
V
N O OCf
m
m
COTI
N
Z
A F FI my my m i Z
z�
O
_
10
p 2 A Z w N
Fy
(�
N
C
�i
��_�� z
r
o
D
m
-
lik
op
�yy m`NFi
d
m
°
`�
Ommdo
F V 9 z 9
Fn
0�22 A,X X
I��y]
O
°y
c g A e
�J
F,1 �1
O
mfl O A Z
O
L
_ l ;
'1l ;,'
9 s O C
N�2om2S;
C�
Z
D
,:
�t
A^
�/
-
l� N
p m mx
�5 O 9 m A IA
o
r^
° Cl1ltj
O
=
l 1
Vl
- _ t : .
pZ �ZI �
Oy
Cl)
vJ
A A
D ti
(7
T
N
tg yA
Z O x m
pO
28
cn
a 0
'ate
D��
R g
z
n
o
v
y
n ^
>e®`'a
�
O
y
�p
m
z
W
�
F
j
z
m