20191225 Ver 1_Minor Mod Req to CAMA Major Permit No. 107-15_20191223

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
December 19, 2019
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Josh Pelletier, USACOE
Anthony Scarbraugh, DWR-Water Quality
Curt Weychert, Fisheries Resource Specialist, DCM
Maria Dunn, NCWRC
Jennie Turner, Currituck County
FROM: Jonathan Howell, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA Minor Modification Request to Major Permit 11107-15
Applicant: National Audubon Society
Project Location: 305 Audubon Drive, Corolla in Currituck County
Proposed Project: Construction of a timber bridge crossing in place of the existing culverts
Please indicate below your agency's position or viewpoint on the proposed project modification and return
this form by 01/09/20 to 400 Commerce Avenue Morehead City, NC 28557. You may also send your
comments by fax: [phone] or email. If you have any questions regarding the proposed project,
please contact Ron Renaldi at [phone], ext. 235. When appropriate, in-depth comments with
supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
CEIVED/NCDENR/DWR
D _EQ�
�aauwoi..n�ouo,�
DEC 23 2019
Water Quality Regional
Operations Section
Washington Regional Office
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

ROY COOPER NORTH CAROLINA
Governor Envim mentalQualRy
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
D/rector
MEMORANDUM
TO: Greg Bodnar, Assistant Major Permits Coordinator,
Division of Coastal Management, Morehead City
THROUGH: Ron Renaldi, District Manager, Northeastern District, DCM
DATE: December 19, 2019
SUBJECT: Request for Minor Modification of Major Permit #107-15 issued to:
National Audubon Society
REFERENCE: (a) Letter from Troy Murphy of Quible & Associates, P.C., Authorized
Agent for Applicant, (received December 18, 2019) requesting a Minor
Modification to Major Permit #107-15
(b) 15A NCAC 073.0405, Permit Modification
(c) DWR Project #2019-1225
(d) USACCIE Action #SAW-2019-01758
Minor Modification to Major Permit
1. The National Audubon Society has requested a Minor Modification to Major Permit #107-
15, which was originally issued on September 30, 2015 and expires on December 31,
2022. The original major permit authorized the reconfiguration & repair of an existing
docking facility, partially filling a canal, replacement of a culvert, reshaping of a waterfowl
impoundment pond, demolition of unneeded buildings, to renovate and construct
buildings, to construct a trail system, install roadways and parking areas, as well as
installing new wastewater systems and force mains @ 300 Audubon Drive.
A Major Modification to Major Permit #107-15 was issued on December 2, 2019
authorizing the construction of 422 linear feet of sheetpile sills and marsh plantings for a
living shoreline project, the replacement of bulkheading and three existing culverts along
an existing gravel two -track and road maintenance to the gravel surfaces of the two -
track and parking/turnaround area.
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 301 I Elizabeth City, North Carolina 27909
252.264.3901

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 2
2. The National Audubon Society has requested an additional modification to Major Permit
#107-15 to construct a 12'x12' timber bridge and abutments in place of the authorized
replacement of three 24' long x36" diameter culverts.
3. I conducted a site visit on August 22, 2019 to review the recent Major Modification
request, and since that visit there has been no development at the site. Pursuant to the
provisions of reference (a), I have determined that the request meets the requirements
contained in 15A NCAC 07H. 0207(d), NCAC 07H .0208(a) & 07H .0209(d) USE
STANDARDS. Bridges are considered water -dependent per 7H .0208(a)(1) and the
removal of the culverts should improve water circulation.
4. The required fee of $100, paid by Check #5777, was received by the Elizabeth City District
Office on December 18, 2019.
5. It is recommended that the Minor Modification request be granted, provided all the Permit
Conditions of the original permit issued on September 30, 2015 and the Major
Modification to the permit issued on December 2, 2019 remain in effect.
NOTE: Circulate to USACE, NCDWR, NCDMF, NCWRC & Currituck County
Attachments: Copy of Minor Modification Request, including work plan drawings and
updated MP-1, MP-2 & MP-5 application forms

Audubon Society, Pine Island, Corolla, NC
CAMA Major/Minor Mod- Project Narrative 12/12/19
Proposed Modification
Proposed work requiring a Minor Modification to CAMA Major #107-15 includes the construction
of a timber bridge crossing in place of the existing culverts permitted to be replaced under the
recent Major Modification. After a cost and construction analysis was completed with a
contractor and structural engineer, it was determined that building a 12 ft by 12 ft timber bridge
span over the area currently culverted would be more cost effective, stable, and increase flow of
the existing creek. Bulkhead sections will remain as previously proposed to replace the existing
failing bulkheads.
To accommodate the new bulkhead and bridge, 1 to 2 feet of fill is proposed within an area of
1,162 SF total. The proposed bridge will be a 12 ft by 12 ft single span over the area of existing
culverts. A bridge abutment will be built on either side of the new opening out of vinyl sheeting
and timber pilings as shown on the attached drawings and details. The old culverts and section
of the land bridge will be excavated, and the bridge section will be constructed in its place.
Attached is an updated CAMA Plan and structural design plans and details for the proposed
bridge.
Need
The Audubon needs to replace the failing culverts and land bridge in the most economic and
environmentally friendly way feasible. The current replacement of culverts along the land bridge
was deemed to be more expensive with greater potential of structural failure than a bridge
section would be. The proposed bridge span will increase flow and be a more stable and long-
lasting solution to maintain this historic road to Baum Creek.
ReceiIve
GL. 12 i0iJ
CIN-U],

Quible
Quible & Associates, P.C.
ENGINEERING • ENMRONMEWAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 16, 2019
Ron Renaldi
NC Division of Coastal Management
401 S. Griffin St. Suite 300
Elizabeth City, NC 27909
RE: Minor Modification to CAMA Major #107-15
The National Audubon Society Pine Island Sanctuary & Center
Pine Island, Corolla, Currituck County, NC
Mr. Renaldi:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fox: 252-491-8146
Received web:qulble.com
1JCM-EC
Please find enclosed the current Minor Modification package for CAMA Major 107-15.
Enclosed is the following:
• $100 Processing Fee Check
• Project Narrative
• MP-1
• MP-2
• MP-5
• CAMA Minor Mod Plan Set (3 copies)
• Copy Certified Mail Receipts and Adjacent Letters
Thank you for your assistance in this review. If you have any questions or if you need any additional
information, please contact me at 252.261.3300 or at [e-mail].
Sincerely,
Quible & Associates, P.C.
Troy Murphy
CC: File

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
he
Business Name
Project Name (if applicable)
National Audubon Society
3 i :3
Applicant 1: First Name
MI
Last Name
Robert
Fearn
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
300 Audubon Drive
Corolla
NC
ZIP
Country
Phone No.
FAX No.
27927
USA
252 - 453 - 0603 ext.
- -
Street Address (if different from above)
City
State
F21.21-
305 Audubon Drive
Corolla
NC
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Troy
Murphy
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
P.O. Drawer 870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 3300 ext.
- - ext.
FAX No.
Contractor #
252 261 1260
Street Address (if different from above)
City
Stale
ZIP
8466 Caratoke Highway
Powells Point
NC
27966 -
Email
[e-mail]
<Form continues on back>
2i;2-8,08.2 SOB .. 'I-BS8•4 Rr 0 A 3 T .. :r,.y,;v. n C c 0.i s t a l rn a sl act e in e n t, n et

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location 1 ci"J
County (can be multiple)
Street Address
State Rd. It
Currituck
' 7 �
305 Audubon Drive AF)
Subdivision Name
City
State
Zip
Pine Island
Corolla
NC
27927 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 453 - 0603 ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Baum Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Currituck Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes [-]No
work falls within.
Currituck County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+/- 25,000 LF
383.58 Acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A,
NWL (normal water level)
4 ft ❑NHW or ®NWL
(lf many lot sizes, please attach additional page with a list)
e.
Vegetation on tract
The lot is predominantly wetlands and maritime forest with few areas of maintained grasses.
f.
Man-made features and uses now on tract
Historic hunting lodges and storage structures with a boathouse, bulkhead, boat ramp, timber pier, and slips. An asphalt
entrance road and some gravel and dirt roads provide throughout the property.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Maritime forest and wetlands.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
SFO - Single -Family Residential Outer Banks
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
I.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes NNo ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
7r; 2, 608.2 C 0 9 .. I.88 S.4 R C n A G T c r.oast. net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
®Yes ❑No
(it) Are there coastal wetlands on the site?
®Yes []No
(ill) If yes to either (1) or (ii) above, has a delineation been conducted?
❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsite septic
Received
o. Describe existing drinking water supply source.
Private Well
p. Describe existing storm water management or treatment systems.
No SWMP
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 restore and protect the shoreline along a section of the Audubon's tract that has experienced
shoreline erosion and marsh loss. The daily use of the property will continue to be the same; kayak tours, bird watching, and
activities and research conducted by Audubon.
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.
Barge and vibrating hammer, excavators, and conventional constructions equipment.
d.
List all development activities you propose.
Five 72 LF vinyl slotted sills and one 62 LF vinyl slotted sills, and 5,500 SF of native marsh planting/restoration. Also the
timber bulkheads around the existing road are proposed to be replaced with vinyl/wood, as well replace the three existing 15"
culverts with a 12 it by 12 It timber bridge section. See attached project Minor Modification narative for a detailed description
of proposed work.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
I.
What is the approximate total disturbed land area resulting from the proposed project? 9,587 NSq. Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑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 NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No NNA
j.
Is there any mitigation proposed? []Yes ❑No NNA
If yes, attach a mitigation proposal.
<Form continues on back>
252-80 k;,2 a 03 .. 9-BS8-:1R C, 0A 5 Y' .. w wvv. rlcr_ oas talma nvgenl all islet

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) — (1) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
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 Magnolia Bay Property Owners Association Inc. Phone No.
C/O Ann E. Colombell
Address PO Box 2% Corolla NC 27927
Name Palmer's Island Club Property Owners Association Inc. Phone No.
Address PO Box 2054 Kitty Hawk, NC 27949
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 107-15, National Audubon Scoiety, 09/30/15
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 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.
0
Date I Z If b ! 1 Print Name Iro �r�lti� 0,3&-te
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
r? > f? 1 V '
2. 2-8Q'3 SC,u .. 9.£fih-I'r'0,ASP .. :�r �r+w.r±ceoastalrs�sna�en�=_+ra ::.ne?

Form DCM MP-2
Received
EXCAVATION and FILL
(Except for bridges and culverts)
�9
'p � t� dr:{f- f E�dad
C'
�i
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
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg, Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? It any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(it) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f. (1) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes []No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
1+2-Falb _..t i3 e1 -888-AR(..)„5f :: 14r iIc„,_ 1 Ia,I
It 0111.11t leviset1: 122606

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:
®Bulkhead ❑Riprap ®Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 10 It
e. Type of stabilization material:
Timber and Vinyl sheetpling
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill +/- 40 SF Riprap _
Breakwater/Sill Other
i. Source of fill material.
Clean sand fill material
b. Length: -:85 LF and82 LF bulkheads, five 72 LF sill one 62 LF sill
Width: lft
d. Maximum distance waterward of NHW or NWL: 0.5 It for
bulkhead and 33 ft for sills
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.
Clean sand and gravel as needed and specified in structural
drawings for culvert replacement
4. OTHER FILL ACTIVITIES This AlwAl icable
(Excluding Shoreline Stabilization)
a. (1) 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 0 SF
(iii) Dimensions of fill area 1,373 SF
(iv) Purpose of fill
To raise bulkhead height from existing and improve the
existing road and allow for new larger culverts.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Any fill material required for roadway maintenance will be placed
on road bed or behind bulkhead and stabilized. Silt fence will be
used to prevent any sediment from entering open waters and
wetlands.
c. (i) Will navigational aids be required as a result of the project?
❑Yes SNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
D.
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 SNone
(ii) Describe the purpose of the fill in these areas:
N/A
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Barge and vibrating hammer, excavators, and conventional
constructions equipment.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes SNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252•t303-2v03 ::9 _3':, t}:,;;f1i^� aH,rf �;.nccz a�.'a I>xaua7en9en#.nai i:, i.>2d 31"26iD•s

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
--- h t� A l
Applicant NaammB
Appf ant nature
9
22-20?!S3i :: -.ti .4 8r•iA -r 17. ,nr; r�v;��l it 26ib3

Form DCM MP-5
Received
BRIDGES
and
CULVERTS
(,_v I^ 1,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other s c i@-Of lire Joint
Application that relate to this proposed project. Please include all supplemental information. 99 i✓
11 BRIDGES ❑This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ❑Public/Government ®Private/Community LIT to Baum Creek
c. Type of bridge (construction material):
Timber with timber/vinyl abutments
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(ii) 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)
g Length of proposed bridge: 12 ft
d. Water depth at the proposed crossing at NLW or NWL:
-1.5'
(i) Will proposed bridge replace an existing culvert? ®Yes ❑No
If yes,
(ii) Length of existing culvert: (3) 24 it
(III) Width of existing culvert: ta) 15"
(iv) Height of the top of the existing culvert above the NHW or
NWL: +/-0.25'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the exisitng culverts will be removed
h. Width of proposed bridge: 12 It
I. Will the proposed bridge affect existing water flow? ®Yes []No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: Bridge will increase flow by removing exisitng increasing the existing navigable opening? ®Yes [-]No
culverts and providing more area for less restricted If yes, explain: The bridge will increase a previously
flow unavilable opening.
I<. Navigation clearance underneath proposed bridge: n/a 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: n/a
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
< Form continues on back>
252-8032808 : h8384R OAT a ,nc oT_Yahnanag r� at.Ti2t re-nssd:10:'26106

Forth DCM Mir-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
Ili) 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)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
[]Yes ❑No
If yes,
(ii) Length of existing culvert(s): _
(Ili) 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)
g. Width of proposed culvert:
I. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
[]Yes ❑No
If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
a.
C.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes NNo
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:
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? NYes []No
If yes,
(ii) Avg. length of area to be excavated: 24ft
(iii) Avg, width of area to be excavated: 15ft
(iv) Avg. depth of area to be excavated: 4 ft
(v) Amount of material to be excavated in cubic yards: +/_50
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
(it) Describe the purpose of the excavation in these areas:

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Within the Aubudbon's property near the existing residence (see location on previously
submitted Plan set.
(ii) Dimensions of the spoil disposal area: 20' x 30'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes []No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), 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? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (1) 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 ®No
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:
feet affected.
(III) Avg. width of area to be filled: _
[]CW ❑SAV ❑SB
(iv) Purpose of fill:
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 20
(iii) Avg. width of area to be filled: 12
(iv) Purpose of fill: To grade up to the proposed bridge for
a smooth transition. See attached structural plan
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
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>
2�s:if=x) 3r
�, 1.26'i
252-1]08-2803 r t 3 e'3 4RCOAST revised: 10-26 Do

Form [ACM 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)?
Excavators, dump trucks, backhoes, vibratory hammer
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.
Date
Project Name
Applicant Name
Applicant,Sigoaffre
d. How will excavated or fill material be kept on site and erosion
controlled?
Any fill material required for roadway will be placed on road
bed or behind bulkhead and stablized. Silt fence will be
used to prevent any sediment from entering open
waters and wetlands.
I. 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.
Y ! a
252-808-2308 :: I.868,4PCOAST . n nccoa 2aLri L5 a<I Cr t sei revisad 1026,06

OWNER/APPLICANT: NATIONAL AUDUBON SOCIETY INC. � rf� � z �- �' � „ � g w o " F i m
1�1
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION BASED ON ` ' �'"`, -i _ t , � � .. r '" " _ �
WRRITUCK COUNTY GIS TAX DATA. AERIAL OVERLAY IS GEOREFERENCED s=^+ $ h z • 5 0�°°gym
2016 IMAGERY. WATER DEPTHS SURVEYED ON 8-28-17 BY QUIBLE Et b _
ASSOCIATES, P.C., USING GPS, RTK NETWORK. THIS INFORMATION SHALL ,.. �, ."/ ) „" ,{' , 4a
NOT BE CONSIDERED A CERTIFIED SURVEY. THIS SHALL BE CONSIDERED _ . 7 } . s j z A` (C z z s o m
PRELIMINARY AND FOR PERMITTING ONLY. T r >' /�
PROPOSED WORK:
i
))I � G,l J02^0mC
A. CONSTRUCTION OF FIVE 72 LF AND ONE 82 LF SLOTTED VINYL MARSH .� !I �� �Pr'•<,3 x. / = ���� % ' �« A.' S.;Y ' ' VJ o Y a v`i n
SILLS OFFSHORE FROM THE SITE.
B. 5.500 SF OF MARSH RESTORATION AND NATIVE PLANTINGS BETWEEN
THE PROPOSED SILS AND SHORELINE. '"� ` j r1 r / ' " j / ( n e 0 ' o
t � v/ ZZu Vrci
/. yA'{W W T mRmd
C. RE
PLACEMENT OF TWO EXISTING BULKHEADS
AND NEW YANG WALLS _ `«
(85 AND82 LF) AND CONSTRUCTION OF A 12 FT BY 12 FT TIMBER -
BRIDGE SPAN. \
D. 1 TO 2 FEET OF FILL PROPOSED ASSOCIATED WITH CULVERT COASTAL `
REPLACEMENT. AETLANL6 _ PRELIMINARY
E. PROPOSED MAINTENANCE OF EXISTING HISTORIC UPLAND ROAD9,587 SF) m lull+ :'ov
w 1. 75 -
_ FOR CAMA
- ^ •' PERMITTING
1 _
ONLY
1 )a
z
r: o
N
6DA5TAL j Z
PE7LAND5
y \\ Jp w
1 �
0 z
m Z Z
o p1 3
N O 2
H Z �
¢Z o
m
... .r _.
a
a
4 O q F
O Qz Qz w
O
N
ClKQ2 o�mO JO ZQ�
d dum wiQZ2U J=
?N OdU v)0 M,:.,KF
NFd O a�Q0p00
Q w w0,wzo��azwuNi
OU U m-Z"FWz zhwp
=vpiNF�wWpvZtw-
V1 O SFwUK p 70
�Q -NowO o 0
o DD'
1�wQa�UOw
OW Ea10 UQ2�0�02
UO UwH Om��O jam}
Q O w Ow
O wmW 0 mZ4 Wow
zoQ Fw��o:mwo
w
F li rn U
T OI
Ol p
o n 3 F w p r N
U 3 0
a d o x N
O

\
'\
GOA5TAL
/
- PROPOSED .,
12 FT BY 12 FT .
'
TIMBER BRIDGE
EX151 M& WLKNEA`'-,
t
\
NEW WALL
SECTIONS BE
TO
LANDWARD OF
COASTAL
WETLANDS...
- AREA TO BE
GRADED TO
PROPOSED BRIDGE
ELEVATION
PROPOSED
EXTENSION T
EROSION AND
THE EXISTING F2
m
N
AREA TO BE
_GRAPHIC SCALE _
2.00 IV 20' 40'
� FEET) 1-
1 inch
= 20 ft.
EXISITING
2 FT WIDE
GRAVEL TRACKS MgRsp.
TO BE
MAINTAINED .' a
�O
TIMBER/VINYL FREE STANDING SILL
*STRUCTURAL DESIGN BY OTHERS
NTS
0
-oosn+c Ro�B
GRAVEL TWO TRACK ROAD
CROSS SECTION
NTS
1' ws
TYPICAL SILL CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
NK
BULKHEAD
TYPICAL BULKHEAD/BACKFILL SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
ZZ nm m
W
2
�a� za La
V1 L
�VJZ4 mu O
Cd V V a 3 a
•r•lpw�aamm
Uw�W �ma
�M Q yNn
rh Uz20^_'
�R'�y�Nmm
wO�Uvm�
W W. myna
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
Z
0
O
U
Y
U
F
3
�
N
U
II
a
Q
tzi
0
�Q
a
U
N =
a1
a1
(nn 0
N
z
Q'
3
U
�GI
U
o U
O
O]
O
a-
o�in azowai
in
�¢r oinm�Jzz3
U W
Z N
ti
�'y OUj f/IOxZt�i�Vttr
Nlw-ayj000d FZOZNfA fA
a w wzaz_azw�n
m'.0 ZF WUp_'wa, JO
U¢ NWOZUOd�OZ Z
a$jzQod ��oo�wow
�v
\,w
ow EaJO �aiwowwoz
omawF om�oo��r
pJ
[V
ryryQQ o 0
�pNOWZIiW WZ
F,ry�
Ci
.mow.
�nOQ rPOwm�O
, y
a s
o
2
N
U

SEE 01
ENDS (TY-1)
CHEER
FACE
OP
CUR.5 -
12" DIA. F
FILES DR
I r 7 8 TON C/
(TYP-)
I-
FA CE Cl-
12'Lxl2
CAP E
kl
(TYR�
GRAD- FOR
SMOOT F TRANSITION
NEW ROADWAY GRADE
12"xlZ F.T.
CAPEEAM . ......
WALE
6/4" GALY. LE ROD 9 4', r TdRU TIE TO OFFOSTE 5UiL`HEAD
. ... ... ...
OUTLINE. OF SHOPEGUARD SG-425
VINYL- SHEET FILE 35U:KHFAO
— — — — — — — — — — — — — — — L
_:LLFVALCL(LF SHE, L PL.,F -12.0
NOTES
1 3RiDGF DESIGNED IN ACCORDANCE WITH AASHTO
RF.OJRFMENTS FOR HS 20 LOADING (72,000 -6. GV-W)
2. CONTRACTORTOVERIFY DIMENSIONS IN THE FIELD
PRIOR TO FABRICATION OR MFLHGSRS AND COMMENCING
CONSTRUCTION.
Z, REMOVE EXISTING CULVERT AND CONSTRUCT NEW 5p,1rrE
IN SAMF LOCATION 10 COMPLYWITHCAMA PERMIT
4. 12" CIA, INV5ER PILES TO CONFORM TO ASTM U25 AND
UP DRIVEN TO 8I-ON CAPACITY IN ACCORDANCE. WITH
THE FNR FORMULA.
5. ALLWOOD `,?EMBERS TO BE NO. 2 SOUTHERN PINE OR
BETTER AND PRESSURE TREATED WITH CCA 10 A
MINIMUM RETFNT;ON OF 0.8 LE. / CP IN ACCORDANCE
W;TH AWPA STANDARDS. TIMBER PILES 1-0 13- ASTM
D25 CLASS 5PRESSUPF TREATED WITH CCA 1-0 A
MINIMUM RE! AN-LON OF 2.5 LE, / OF IN ACCORDANCE
WITH AWFA STANDARDS.
6. ALL 130LI 5 TO CONFORM TO ASTM A-607 AND ARE TO
13E HOT DIPPED GAL1.4%NLZED iN ACCORDANCE WITH
ASTIv! A 153.
7. ALL NA;LS, SPIKES, SPIKE GRIDS AND fL=HE3=R CONNECTORS
ARE TO GE H07 r,[FFp GALVANIZED IN ACCORDANCE
WITH ASTM A 153.
12'-0" BACK FACE TO BACK FACE
FRAMING PLAN
SCALE: 3/16" - 12-0"
6"X6'P.T. CONT.
FIMBFR CURE
&'X& R.TI SUPPER BLOCK 2-
24''LONG - MIN. 4 DOLT 5
PER BLOCK
P.T. DECK PLANKS
7- 12',,12'
w i 2'x
EL. 0.00
3/4GALI. 501-1-0
FA. A5UTMIEN­ PH F
6"X6'RT. CONT.;IVALE
S' G 425 Y.NYL
EiE, r . L, SHE:
I - E
TOE EL.. :O
ELEVATION
SCALE: 3/16" = T-O"
7-
SEAL
204
z
3/4' GALV I
TOF
PILES 1
8 TONI
8. ALL WOOD 'L!FM5ER3 TO 3F JSFD FOR DECKING SHALL ELF
INSTALLED WITH OUTWARD GROWTH RING CJRVATURF.
AS EXPOSED SCRFACF,

do
L
MHS
goLt, gor
0 H NM"a
NMOHS SV
FVOS
62Z-Oc--OL
70
M
,-z
Ci
0
z
C)
z
Z
>
—i
70
70
0
Z
<
>
7K
M
r—
70
7�
C)
>
0
C)
=
C:
>
z
20
=
70
Ua
0
go
Z
z
C)
Cf,
cr)
<
C)
M
(_—
7a
Z:
>
70
X
M
C)
X
rn
co 0
mo
<z
M;v
CA
00
z
m
z
G)
E
m
m
m
ci
NVA9 (AV:)
Tj 112:AZIL
9NMaLGNIJ
11107 A j 19X.9 J
NOUDIS 300IN9 IVOIJkL
O-Zt
- ----------- -
- - ------------ ........ - - - ",
..9 1.9
00 0-1 1 WN
Le
0
77
14
9N0-,,9 S,'A3N7S AgWil
N7019 aid
S1109 b'NIH -NVJS (IN V ON3
t
SN]9Nl'�i'S0-LH3VilV
V] 0 03113--N9D ONOIJZ�
�4:)ow Nuin:)s —/
4L�
lop
301,W)
3lOH 63­IT(1'-HDnONI-:l N3A'�C
GNIJ TZA-S HlIPA WV39 jVD O-L
NV39JVDNJlj
3G%Va')AVMCIVON MIN
kUDYiVO NO-L 9
O-L NMNCI S311,1
JVNIGI 231c A-tV,)
xv,
— — 7 TO 7
NOUISNVNU HIOOHS I
and 4�]V�lq -1
JINAHNIDITv 1:11v--k'lroNOj NvId 3J. 5 s31vOo,3sV " 3191n03 I
a39mll
),g 1 SNOISIA3N I
131INN51 IV JV !H�,,Td do