20110865 Ver 1_Application_20110921

4. Applicant Information (if different from owner)
4a. Applicant is: ^ Agent ®Other, specify: Division 2 Environmental Officer
4b. Name: Jay B. Johnson
4c. Business name
(if applicable): North Carolina Depratment of Transportation
4d. Street address: P.O. Box 1587
4e. City, state, zip: Greenville, NC 27835
4f. Telephone no.: 252-830-3490
4g. Fax no.: 252-830-3341
4h. Email address: jbjohnson~ncdot.gov
5. Agenf/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable):
,
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10
PCN Form -Version 1.3 December 1Q 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN orparcel ID): Beaufort 19 SR 1004 Over Huddy's Gut

1b. Site coordinates (in decimal degrees): Latitude: N 35.376351 Longitude: - W
76.747905
(DD. DDDDDD) (-DD. DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Huddy's Gut
2b. Water Quality Classification of nearest receiving water. SC;NSW
2c. River basin: Tar-Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vidnity of the project at the 6me of this
applirafion:
SR 1004 is a paved secondary state highway. Woodlands and Single Family Dwellings dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
430 Square Feet of Coastal Wetland Impacts For The Bridge To Bridge Replacement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: ,
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement ;the existing bridge was destroyed during Hunicane Irene and will be replaced.
3e. Describe the overall project in detail, incuding the type of equipment to be used:
The Existing 52' Long Timber Bridge will be replaced with a Proposed 70' Long by 33' Wide Bridge. Excavators,Dump
Tmcks,and Crane Trucks will be used for the Bridge To Bridge Replacement.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream detenninalions by the
Corps or State been requested or obtained for this property /
project.(including all prior phases) in the past?
Comments:
^ Yes ®No ^ Unknown
4b. If the Corps made the jurisdictional determination, what type
of detenninafion was made? ^ preliminary ^ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Stephen Lane Agency/Consultant Company:
Other: NCDCM
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
August,2011
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ^ yes ®No ^ Unknown
5b. If yes, explain in detail according to °help file° instructions.
6. Future Project Plans
6a. Is this a phased project? ^ Yes ®No
6b. If yes, explain.
Page 3 of 10
PCN Form -Version 1.3 December 10, 2008 Version

~. rroposea impacts inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ®Streams -tributaries ^ Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f

Wetland impact
Type ofjurisdiction .
number- Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ -non-404, other) (acres)
Tem ora
W1 ^ P ^ T ^ Yes ^ Corps
^ No ^DWQ 0 Sq. Ft.
W2 ^ P ^ T t ^ Yes ^ Corps
^ No ^DWQ 0 Sq. Ft
W3 ^ P ^ T ^ Yes ^ Corps
^ No ^DWQ OSq. Ft.
W4 ^ P ^ T ^ Yes ^ Corps
^ No ^DWQ 0 Sq. Ft.
WS ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W6 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
2g. Total wetlaud impacts 0 Sq. Ft.
2h. Comments: No 404 Wetland Impacts 430 Sq. ft. Coastal Impacts
3. SVeam Impacts
If there are perennial or intermittent stream impacts (inGuding temporary impacts) proposed on the site, then complete this
question for all stream sites impaled.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impal Type of impal Stream name Perennial Type ofjurisdilion Average Impal
number -
Permanent (P) or (PER) or
i (Corps - 404, 10 stream length

Temporary (n ntermittent
I ~
(~ DWQ - non~04, width (linear

f
t
~ other) (feet) ee
)
S1 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S2 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S3 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S4 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
SS ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S6 ^ P ^ T ^ PER ^ Corps
^ INT ^ DWO
3h. Total stream and tributary impacts 0 LF
3i. Comments: 0 Linear Feet of Stream Impals
Page 4 of 10
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U. S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) .Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts None
4g. Comments:
5. Pond or lake Construction
If and or lake construction ro osed, then com lete the chart below.
Sa. 5b. Sc. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
PondlD proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
SL Total None
Sg. Comments: None
5h. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
^ Neuse ®Tar-Pamlico ^ Other. None
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act r wired?
61 ^ P ^ T ^ Nos 0 Sq. Ft. 0 Sq. Ft.
B2 ^ P ^ T ^ Nos 0 Sq. Ft. 0 Sq. Ft.
83 ^ P ^ T O Nos 0 Sq. Ft. OSq. Ft.
6b. Total buffer impacts 0 Sq. Ft. 0 Sq. Ft.
6i. Comments: No Buffer Impacts Coastal Marsh
Page 5 of 10
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization -
ta. Specifiralty describe measures taken to avoid or minimize the proposed impacts in designing project.
There are No 404 Wetland Impacts for this Project; However, There are 430 Square Feet of Coastal Impacts, No Open Water
Impacts, and No Stream Impacts .The Wetland Impacts have been minimized to the greatest extent feasible.
1 b. Specificalty describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ®No
26. ~If yes, mitigation is required by (check all that apply): ^DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mttlgation Plan
Sa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form -Version t.3 December 10, 2008 Version

i
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ^ Yes ®No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1 5
6f. Total buffer mitigation required: None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank

permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). ,
N/A
6h. Comments:
Page 7 of 10
PCN Form -Version 1.3 December 10, 2008 Version

E. stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers ident~ed ®Yes ^ No
within one of the NC Riparian Buffer Protection Rules?
1b . If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Storm Water will diffuse flow through vegetated uplands before entering ®Yes ^ No
wetlands.
2. stormwater Mana ement Plan
2a . What is the overall percent imperviousness of this project? N/A Roadway/Bridge Project
2b . Does this project require a stormwater Management Plan? ®Yes ^ No
2c. If this project DOES NOT require a stormwater Management Plan, explain why:
2d. If this project DOES require a Stonnwater Management Plan, then provide a brief, narrative description of the plan:
The Project will diffuse flow through vegetated uplands before entering wetlands.
^ Certified Local Govemment
2e. Who will be responsible for the review of the Stonnwater Management Plan? ^DWQ stormwater Program
® DWQ 401 Unit
3. Certified Local Government stormwater Review
3a. In which local government's jurisdiction is this project? N/A
^ Phase II
3b. Which of the following locally-implemented stormwater management programs ^ NSW
^ USMP
apply (check all that apply): ^ Water Supply Watershed
^ Other: N/A
3c. Has the approved stormwater Management Plan with proof of approval been ^Yes ®No
attached?
4. DWQ stormwater Pro ram Review
® Coastal counties

4a.
Which of the following state-implemented stormwater management programs apply ^ HOW
^ ORW
(check all that apply): ^ Sessicn Law 2006-246
® Other. NPDES Permit
4b. Has the approved stormwater Management Plan with proof of approval been
attached? ^Yes ®No
5. DWQ 401 Unit Storrnwater Review
Sa. Does the Stonnwater Management Plan meet the appropriate requirements? ^Yes ^ No
5b. Have all of the 401 Unit submittal requirements been met? ^Yes ^ No
Page 8 of 10
PCN Form -Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a . Does the project involve an expenditure of public (federal/state/local) funds or the ®Yes ^ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^Yes ®No
(North Carolina) Environmental Policy Ad (NEPA/SEPA)?
1 c. If you answered 7res° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ^Yes ^ No
Comments:
2, Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ^Yes ®No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact pennit application? ^Yes ®No
2c. If you answered "yes° to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ^Yes ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no,° provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate Vestment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available ppacity of the subject facility.
N/A
Page 9 of 10
PCN Form -Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or
^Yes ®No
habitat?
Sb. Have you checked with the USFWS concerning Endangered Species Ad ^Yes ®No
impacts?

Sc. If yes, indicate the USFWS Field Office you have contacted. ^ Raleigh
^ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFW Website and NC Natural Heritage Program
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ®Yes ^ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Natural Heritage Program and USFW Website
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ^Yes ®No
status (e.g., National Historic Trust designation or properties signficant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO Website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ^ No
8b. If yes, explain how project meets FEMA requirements: Bridge is designed to no-rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Jay B. Johnson September 15,
(~4il~ 2011
ApplicanVAgent's Printed Name ica Agen Signature
' Date
(Agents signature
v id on rfan orization letterfrom the applicant
s ro ' ed.
v
Page 10 of 10
PCN Form -Version 1.3 December 10, 2008 Version

I.
!~ ~~
APPLICATION for
~:~~
~~®r DOto01®~~®nt P®rtnie 1 ~. ®~ ~ _~'
(leaf revbed 7?/271Da)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplicaiM/Landowner/r-formation
- Project Name (rf apDlicable)
Business Name Hurricane Irene Beaufort 19 SR 1004 Over Huddy's Gut
North Carolina Departrnent Of Transportation Beaufort County WBS Element Number
DF73202.2007101
Applicam 1: First Name MI Last Name
Jay B. Johruon
Applicard 2: ~ First Name MI Last Name
N addrhonel appLit~ms, please attach an addi6~onal page(s) with names li sted.
Mailing Address ~ PO Box City State
1587 Greenville ~ NC
21P ~ Country Phone No. FAX No.
278351587 US 252-830-3490 ext. 248 252-830-3341
Sfreet Address (if ddferent hom above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ COntrefYOf 1: First Name MI Last Name
Agent/ CorNaGOr 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP ~ Phone No.1
-
- exL Phone No. 2 --
- - eM.
FAX No. GondaGOr#
Street Address (i/drAeraM from above) City State 21P
Email
<FOnn continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development PermR
3. Project location
County (can be mulfiple) Street Address State Rtl. #
Beaufort ~ SR 1004
Subdivision Name City ~ State Zip
Phone No. Lot No.(s) (?many, attach additional page wNh list)
- - ext.
a. In which NC river bazin is the project brrted? b. Name of body of water nearest to proposed project
Tar-Pamlico Pamlico River
c. Is the water body identified in (b) above, natural or manmade? d. Name Ne dosest major water body to the proposed project site.
®Natural ^Manmade ^UnKnown Pamlico River
e. Is proposed work within dH limits or planning jursdidion? f. tl applicable, let the planning jurisdiction or city limit the proposed
^Yes ®No work falls within.
None
4. Site Description
a. Total length of shoreline on Ne tract (R) b. S¢e of entire tract (sq.R)
120' (50' East and 60' West) WA
a Size of individual lot(s) d. Approximate elevatbn of tract above NHW (normal high water] or
NWL (normal waterleveq
(1/many bt sizes, please attach additional page with a list) 4.0' ^NFiW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on trail
Bridge
g. Identify and descdbe the existing land uses adiaceM to the proposed project site.
Residential Property
h. How does local govemmem zone the tract? i. Is the proposed project consistem whh the applicable zoning?
N/A (Attach zoning compliance certificate, if applioble)
^Yes ^No ®NA
j. is the proposed activity part of an urban waterrrom redeveropmem proposal? ^Yes No
k Has a proressional archaeological assessmem been done for the tract? K yes, atach a copy. Yes No NA
If yes, by whom?
I. B the proposed project boated in a National Registered Historic D'strxi or does it involve a Yes No NA
National Register fisted or elgible property?
<Form corrtinues on neat (aage>
m. (i) Are there wetlands on the site? Yes No
(ii) Are there coaztal wetlands on the site? ®Yes ^No
(iii] If yes to either (i) or (i) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, i/availabk)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment fadlities.
WA
o. Describe existing drinking water suppty source.
WA
p. Describe existing storm water management or treabrreM systems.
N/A
5. AcSvit/es and /mpacts
a . Will the projed he for cemmerdal, public, or pdvate use? Commerdal PublikJGovemmeM
^PdvatelCommuniry
b . Give a bde(description of purpose, use, ant deity operations of dre project when complete.
The l~dsting 52' Long by 30.1' Wide RC Floor on Timber Joists Bridge Will Be Replaced By a Proposed 55' Cored Slab
Bddge
c. Describe the proposed construction methodabgy, types d ceretruction equgkrrterd to be used tludrg consUUdion, the number of each type
of equipment and where it is to he stored.
The F~cisSng Bridge Will Be Removed and the Proposed Bridge Will Be Construded. Typical Bridge Construdion
Equipment Will Be Used, Indudirg,But Not Limited To Tracked Expvators,Dump Trucks, Flat-Bed Trudks,Back-Hces,And
Boom Trucks.
d. list all development adivities you propose.
Bddge Replacement and Resurfacing.
e. Are the proposed activities maintenance of an existing project new work, or both? Both
f. What's the approximate total disturbed land area resulting from the proposed project? 430 ®Sq.Ft or ^/k;res
g. Will the proposed projed encroaU on any public easement, public accessway or other area Yes No NA
that the public has established use af7
h. Describe loption and type of existing and proposed tlsctrarges to waters of the stale.
WA
i. Will wastewater or stomrwater be tlacharged into a wetland? Yes No NA
If yes, will this discharged water be of [he same salinity as the receiving wateR ^Yes ^Na ^NA
j. Is there any mitigation proposed? Yes No NA
ff yes, attach a mitigation proposal
<Fonn continues on baclo
6. Additional lnfonnation
In addition fo this completed applxcaton form, (MP-1) the fdknvirg items hebw, i1 eppticeble, must be submided in ortierfor the application
packego fo be complete. Items (a) - (0 are aAvays applicable to arty najor devebpmerkt application. Please mrrsuH the application
insbvction booklet on how to properly prepare the required items bebw.
a. A projed nanativa. ,
b. An acwrete, dated work Dlat (ndudmg plan view arM aoss-sectional drawings) draxm to scale. Please give the pn~eM status of the
proposed project Is any portion already complete? ff proviousty authorized work, dearly irMipte on maps, plats, drawings to distinguish
between work wmpleted and proposed.
c. A site ar location map that is sulfidentty detailed to guide agency personnel uMamliar with the area to the site.

Forth DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state applicator Doty) or other insfrranent under which the applicant claims title to the aReUed
Properties.
e. The approprlate application fee. Check w money order made payabb tc DENR
f A list of the names erW complete addresses of the adjacent watedrord (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 toot they have 30 days in
whiUr fo sutxnh corrrrneMS on ttre proposed project to the Division of Coastal Management
Name PCS Phosphate Company, Inc.
Phone No.
Address P.O. Box 425 Aumra, NC 272106 Parcels 7406, 4394 and 2610
Name Thomas Lee Bess and Elma Bess
Phone No.
Address 6(137 NC Hwy 43 South Greenville, NC 27858. Parcel 3132
Name North Carolina DepartrrxrM of Transportation -
Phone No.
Address 1430 East Arlington Blvd Greenville, NC 27858 Parcel 4130
g. A fist of previous state w federal permits issued Tor work on the project tract. Include permit numbers, permittee, and 'sluing dates.
None
h. Signed rxmsultant w agent authorlzation form, d applicable.
i. Wetland delineation, H necessary. '
j. A signed AEC hazard notlce for projects in oceardront and inlet areas. (Must be signed by property owner)
k. A stalemerd of cwnplianca with the N.C. Environmental Polley Act (N.C.G.S. 173A t-10), rf necessary. If Ne project involves expenditure
of public funds or use of public lands, attach a statemerrt docrmrenting compliance witlr the North Carofma Erwirommerdal Policy Act.
7. Cepcation and Permission fo Enter on Land 1
I understand that any permit issued in response to this application will allow Doty 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 tad grant permission to }eprt:sentatives of state and federal review agendas to
enter on the aforementbned lands in connection with evaluating information related to this permit application and follow-up
monitodng of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date September 13, 2017 Pdnt Name -Jay B. Johnson-
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation end Fill Information ®DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development
^DCM MP-4 Structures Information

Form DCM MP-2
EXCA\/ATIOItI and SILL
(Except for bridges and culverts)
Attach this form to Joint Appligtion for CAMA Major Permit, Fonn DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please indude ail supplemenhal information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
.Access Other
Channel Canal goat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwaffir shoreline
NWL stabil"lzation
Length
Width
Avg. Existing NA NA
Depth
Final Protect NA NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated firm below NHW or NWL in b. Type of matedal to be excavated.
cubic yams.
c. (i) Does the area to be excavated indude coastal wetlands/marsh
(CW), submerged aquatc vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet aRedetl.
^CW ^SAV ^SB
^WL ^NOne
(i~ Descdbe the purpose of the exovatbn in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a.
area.
o. (i) lM you Uaim title to disposal area?
^Yes ^NO ^NA
(ii) If no, alWCh a letter granting pertnsseon from the owner.
e. (i) Does the disposal area InUUde any coastal wetlandsJmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom ($B),
or other wetlands (WL)7 K any bones are checked, provide Ne
number of square feet aNeded.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
d. High-ground excavation in cubic yards.
®This section not applicable
b. Dimensans of disposal area. _
d. () Will a diposal area be available for future maintenance?
^Yes ^NO ^NA
(ii) If yes, where?
f. (i) Does the disposal indude any area in the wateR
^Yes ^No ^NA
(i) H yes, how much water area 's aHeded?
3. SHORELINE STABILIZATION pThis section not applicable
(Ndevelopment is a wood groin, use MR4 - SWdures)

, Fe~;~l 't7~Ci;1 ail Y-~ (rxcavoiion and Fill, ?aye 2 of 2)
a. Type of shoreline stabilzaton: b. Length: 50'
^Bulkhead ®Rlprep ^Breakwafeg5tll ^Other. Witlth: 8'
c. Average distance wateraard of NFiW or NWL: 0 d. Maximum distance waterward of NF1VJ or NWL: 0
e. Type of stabilization material:
Granite
f. (i) Has there been shoreline erosion dudng preceding 12
morhhsT
^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. h. Type of fill material.
Bulkhead Datlcfill _ Riprap 0 Granite
BreakwatedSill_ Other_
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Exdrxling Sfroreline Stabilization)
a. (i) Will fill material be brought to the site? Yes No NA b. (i) Wdl fill matedal ba placed in coastal wetlands/marsh (CVV),
If yes, ~ submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amoum of material to be placed in the water _ otherwedands (WL)7 tt any boxes are chetlced, provide the
number of square feet affected.
(iii) D'vnensions of fill area ^(;W ^SAV ^SB _
(iv) Purpose of fill ^WL ^Nane
(ii) Describe Ne purpose of the fill in these auras:
5. GENERAL
a. How will excavated or fill material be kept on she and erosion b. What type of construction equipment wilt be used (e.g., dragline,
controlled? batlchoe, or hydraulic dredge)?
Sih Fer>ces and Rip Rap Typical Road and Bridge ConstruUion Equipment
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transpoding equipment to project
^Yes ®NO ^NA she? ^Yes ®No ^NA
(ii) If yes, axplaln what type and how they will be implemented. (ip If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
September 12, 2011 - Ap
plicant S" re
Date ~
Hurricane Irene Beaufort 19 SR 1004 Over Huddy's Gut Beaufort
County WBS Element Number DF13202.2007010
Project Name
Jay B. Johnson
plicent Name

Fer®®OAI I~P~
RRID6ES 811d CULVERTS
Attach this forth to Joint Appliption for CAMA Major Permit, Fonn DCM MP-1. Be sure to complete all other sections of the Joint
Appliption that relate to this proposed project. Please indude all supplemental information.
1. BRiIDGES ^ This section rrot appficahle
a. Is the proposed bddge: b. Water body to be crossed by bridge:
^Commerdal ®PublidGovemment ^Private/Community Huddy's Gut
c. Type of bridge (censtrvction matedaq:
Proposed 21" Cored Slab Bridge
e. () Will proposed bridge replace an existing bridge? ®Yes ^No
If yes,
(i) Length of existing bridge: 52'
(iii) Width of existing bridge: 4~.1'
(iv) Navigation clearance underneath existing bridge: 2'
(v) Will all, or a part of, the existing bddge be removed?
(Explain) All of the 6dsting Bridge will be Removed
d. Water depth at the proposed crossing at NLW or NWL
6'
f. (i) Will proposed bridge replace an existing wNert? ^Yes ®No
If yes,
(i) Length of existing wlveR: _
(iii) Width of existing wNert:
(iv) Fleight of the top of the existing wNert above the NHW or
NWL:
(v) Will all, or a part of, the existing wlvert be romoved?
(Explain)
9 ben9th of proposed bridge: 55'
h~ Width of proposed bridge: 36'
I. Wi0 the proposed bddge affect existing water tlov/? ^Yes ®NO j. Wul the proposed bridge affect navigation by reducing or
If yes, e~lain: increasing the existing navigable opening? ^Yes ®No
If yes, explain:
k~ Navigation clearance undemeaM proposed bridge: 2'
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ®No
If yes, explain:
m. WN the proposed bddge cross wetlands centainirg no navigable n. Heigh of proposed bridge above wetlands: N!A
waters? ^Yes ®NO
If yes, explain:
2. CULVERTS ®rnis section nor applicable
a. Numberof wlverts proposed:
b. Water body in which Ne wlvert is to be placed:
< Form eontlnues on badc>

c. Type of culvert (construction material):
d. (i) Wdl proposed whrert replace an existing bridge?
^Yes ^No
If yes,
(ii) Length of existing bodge: _
(iii) Width of existing bridge:
('rv) Navigation ck:arence underneath existing bridge:
(v) Will all, or apart of, the existing bridge be removed?
(Explain)
e. (i) Will proposed wlvert replace an existing wlvert?
^Yes ^No
If yes,
(i) Length of existing wlvert(s):
Qi) Width of existrg wlvert(s): .
(iv) Height of the top of Ma existing wMert above the NHW or
NWL:
(v) WIII ail, or a part d, the existirg wlvert be removed?
(Explain)
f~ Length of proposed wlvert:
h. Height of Ne top of the proposed wAert above the NHW or NUIL
0'
j. Wia the proposetl wMert affect navigation by redurjng or
increasing the existing navigable openingT ^Yes ^No
It yes, explain:
9~ Wx[th of proposed wlvert: _
I. QePth of whrert to be boded bebar existing bottom wntwr.
1'
k. Will the proposed wMert affect existing water Flow?
If yes, explain:
^Yes ^No
3. EXCAVATION and FILL ^7his section not applicable
.. pr ..m we ywuc:umn m uro prup05w er10gB Of wmert regUlre a0y
excavation below the NHW or NWLT ^Yea ®No
It 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 wbk yards:
b. (i) W01 the placement of the proposed bridge or wMert require any
excavation within coastal wetlarxlslmarsh (CW), submerged
aquatic vegetation (SAV) shell bottom (SF3), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
^CW ^SAV ^SB _
^WL ®None
(ii) Deswbe the purpose of the excavation in Mese areas:
c. (i) Will the placement of Ne proposed britlge or wMert inquire any
high-ground exwvatbn? ®Yes ^No
If Yes,
(iq Avg. length of area to be excavated: 35' East and 35'
West
(iii) Avg. width of area to be excavated: 2.5' East and 10' West
(iv) Avg. depth of area to De expvated: 2'
(v) Amount of material to be excavated in wbic yards: 13
Cubic Yards

d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: TempOrery Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' x 200'
(iii) Do you Gaim title to the disposal areal ®Yes ^No (Hno, alfach a letlergrantirrg permission ham the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ^No
(v) Does the disposal area include any coastal wetlartdshrtarsh (CVy), submerged aquatic vegetation (SANS), other wetlands (WL), w shell
bottom (SB)7
^D1N ^SAV ^vVl, ^SB ®None
If any boxes are checked, give dmensions iF different from (ii) above.
(vi) Does the disposal area indude any area below the NHW or NWL7 7 ^Yes ®No
If yes, give dimensions if different from (I) above.
e. (i) Will the Dlacemerd of the proposed bridge or culvert result in any f.
fill (other than exr~vated material described in Item d above) to
be paced below NFiW or NWL? ^Yes ®No
If yes,
(ii) Avg. length of area to 6e filled: _
(iii) Avg. width of area to be filled: _ .
(w) Purpose of fill:
() Will the placemem of the proposed bridge or alvert result in any
fill (other than excavated material described in Item d above) to
he placed within ceastal xetlands/marsh (CYV), submerged
aquatic vegeaton (SAN), shell bottom (SB), w other wetlands
(WL)? If arty boxes are checked, provide the number of square
feet affected.
®CVII 4~0 Sit . Ft ^SAV ^SB
^vvl_ ^None
(ii) Describe }he purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culveR result in any
fill (other than excavated material described in Item d above) to
be placeO on highyround? ^Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to ire filled: _
(iv) Purpose of fill:
a. Will the proposed project require the rebcadon of any existing b. IMII the proposed projep require the censtrucion of any temporary
utility lines? ^Yes ®NO detour structures? ^Yes ®No
If yes, explain: If yes, explain:
If this portion o/ dre proposed project has eheedy received
approval from bcal auMorities, Please ahacA a copy of the
aPProvalwcedifrcetion.
< Form contlnues on back>

c. Will the proposed project require any work channels?
^Yes ®No
I/yes, complete Form OCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, barkhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment
d. How will excavated or fill matedal be kept on site and erosion
corrwged?
Turbidity Curtains and Sitt Fences will be used to retain
sediment on-site
f. Will wetlands be trosse0 in transporting equipment io project site?
^Yes ®No
tt yes, explain steps that will be taken to avoid or minknize
environmental Impacts.

g. Will the placement of the proposed bridge or Whrert require any .a
shoreline stabilization? ®Yes ^No
I/yes, complete torm MP-2, Section 3 (or Shorelirre
Stabilization ony.
September 13,2011
Date
Hurricane Irene Beaufort 19 SR 1004 Over Huddys Gut
Beaufort County WBS Elemerrt Number DF13202.2007010
Project Name
Jay B. Johnson
Applirant Name
Applicant Signatu

i
i
BEAUFORT 19
BRIDGE TO BRIDGE REPLACEMENT
HURRICANE IRENE FEMA SITE
REPLACE 52' LONG BY30.1' WIDE EXISTING BRIDGE - `
WITHA PROPOSED 70' LONG BY33' WIDE BRIDGE RANSOMVILLE USGS QUAD MAP
SHEET NUMBER IS OF THE SOIL SURVEYOFBEAUFORT COUNTY
` WBS ELEMENT NUMBER : DFI3202.20070I0 SEPTEMBER 8, 2011
4 (.~
~ ' BEAUFORT 19 ~ c j , K" ~f ~ ,-f -.i.: F.},
.s '
Y- 599514.03563 ~ ~' L' >o ~, ~ ~ ''r "' N '~'
m
' ' X= 2671260.7730 . ' ~ `~ `,' + W E
N 35.376351 DEGREES ` s / ~ '~ + 4 „ ~ N
~, W 76.747905 DEGREES ''' ' ac x of E Tv 1 , 3`i ag F: ~r r,~3F c
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~ Feet ~`"r' c v a 5 .6 ~~,/-~i
f
J ~ 1 ~` ~~ -

BEAUFORT 19
' BRIDGE TO BRIDGE REPLACEMENT
HURRICANEIRENE FEMA SITE
REPLACE 52'LONG BY30.1' WIDE EXISTING BRIDGE
WITHA PROPOSED 70' LONG BY33' WIDE BRIDGE RANSOMVILLE USGS QUAD MAP
SHEET NUMBER 1 S OF THE SOIL SURVEYOFBEAUFORT COUNTY
WBS ELEMENT NUMBER : DF13202.2007010 SEPTEMBER 8, 2011
BEAUFORT 19 N
Y= 599514.03563
X= 2671260.7730 q~ E
N 35^-22'-35"
W 76^-d4'-52" S
N 35.376351 DEGREES .
W 76.747905 DEGREES
i ' _ seer
. ___ ' __ 0321
-NCi-906 060019
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1 inch = 2,000 feet
0 6251,250 2,500 3,750 5,000 /
Feet '~
~'
~~ ~ ~

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 13, 2011
North Cazolina Department of Transportation
1430 East Arlington Boulevazd
Greenville, NC 27858
Attn. Mr. Doug Askew
To Whom It May Concern:
This correspondence is to notify you as an adjacent riparian landowner that the North Cazolina
Department of Transportation plans to replace an existing bridge, Beaufort 19, damaged by Hurricane
Irene on-site of his/her property, Parcel 4130, located on SR 1004 in Beaufort County . The existing
bridge will be replaced with a proposed bridge.
Should you have objections to the proposed construction, please check the appropriate statement below,
sign, date, and return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Deot. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely, ~ /~
~~~ /J
1 have no objection to the proposed project as described in this correspondence.
1 have objection to the project as presently proposed and have enclosed comments.
(Signature)
(Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 13, 2011
PCS Phosphate Company, Inc.
P.O. Box 425
Aurora, NC 27806
To Whom It May Concern:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina
Department of Transportation plans to replace an existing bridge, Beaufort 19, damaged by Hurricane
Irene on-site of his/her property, Pazcels 7408,4394, and 2610 located on SR 1004 in Beaufort County.
The existing bridge will be replaced with proposed bridge .
Should you have objections to the proposed construction, please check the appropriate statement below,
sign, date, and return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dept. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHJN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as descn'bed in this correspondence.
I have objection [o the project as presently proposed and have enclosed commems.
(Signature)
(Date)

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 13, 2011
Thomas Lee Bess and Elma Bess .
8037 NC Hwy 43 South
Greenville, NC 27858
To Whom It May Concern:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina
Department of Transportation plans to replace an existing bridge, Beaufort 19, damaged by Hurricane
Irene on-site of his/her property, Pazce13132,1ocated on SR 1004 in Beaufort County . The existing
bridge will be replaced with a proposed bridge.
Should you have objections to the proposed construction, please check the appropriate statement below,
sign, date, and return as soon as possible to:
Mr. Stephen Lane, Field Representative
N.C. Dent. of Environment and Natural Resources
Division of Coastal Management
Morehead City District
400 Commerce Avenue
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN I O DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
G
I have no objection to the proposed project as described in this correspondence.
[have objection to the project as presently proposed and have enclosed comments.
(Signature)
(Date)

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o Partial Reissue
N?58854
Previous permit #_
Date previous permit issued._
As authorized by the State of North Carolina,Department of Environment and Natural Resources .-J H .:t 7 0 0
and the Coastal Resources Commission in an area of environmental concern pursuant to ISA NCAC.'__I~_·_----,=,..,,;..._---,----,_
[§1~J:;;esattached.
Project Location:County ..afe-"'_~_v""""'~--------
Street Address/State Road/Lot #(s).$,,-I J:r-.#J 1
0"J IZ 1'00 Y (}li<-k or'(f:."\+I<-e ••.l)
6 -r !I"v\(.1-f 'J X -:Ff""'Jo .~J,,-r')J9-1-0 ('~,,/4 U>..~~/rJJ~,Type of Project/Activity C'\"]t wr ~
Jo./'XF')..'brtlp-~+-v/e:./k""",pJ.!y 1f",,,.rILc:.Y'-<-;:-~c...
(Scale:tv/If )
Pier (dock)length -
!I !i I !I I ,!IPlatform(s)-f-._-+---t
!i I i !
.0--i ...--..--..-.-j I
Finger pier(s)-L1-I :I I !I
i i ,iGroinlength-,I
I !
number -i !!I ,I
Bulkhead/Riprap length -I F I I I.j..-I-~rtr~!£avg distance offshore ~N e.-W-n.-+-0..c.;.'\.-,1 6 ~..e.F-(11 -imaxdistanceoffshore-t-~,
Basin,channel --L t -I-I i I I-1--->-~--...---t-~
1----+i -_~---.l...--+..,...----+-+-.I
cubic yards -
Gi\lCd'-t PI'"~.1;I
]l"to R.1=,
l.,...-i\~;vP '--0 -~r-FIr'-...[-~,-......-f--"-
Boat ramp -,I'r ...t -I--'~,-.-r---r 'I-I ,I iBoathouse/Boatlift i I
•1.-1-I i -+-~.-.'r 1---._...~e-·,.._.--..-,
-,-1'1.-/1BeachBulldozing#-fi--I··I
,...........-"._...
Other '3 6 t X 'b r l J ~~~.-i i--I I I
,I +..-_..,-,.--I i,i 1-.1··-I---,
~J').¢,i ----1--1 I i
Shoreline Length i I --I I,I
SAY:not sure yes G>i I i !I
Sandbags:~t ,-_.,"-,-!-----..~,not sure yes ,I I ,I,
Moratorium:n/a yes e !i i I i !i
Photos:@ no I !i +--t ,
l-.---'I--
Waiver Attached:yes @ ,,I
A building permit may be required by:
~v.-:hr 1-G~~+y 0see note on back regarding River Basin rules.
Notes/Special Conditions (})-rlvz.-~I.rk~)),r 1,r--i:«~re~V'-:'";1..r ~1-i{';c..t,(ll1d ...JJ,'J
'\fl.X r..e I:c,f;I II f\j r.)a5 /YI.~fAN....r ../}.."/1 ~f",,/...-..-.~)"e,(C 0 rJ...~••"'-....,i.J.t...
iY'1.f/16 ~I'••.i".f~l""'__+~..J.l·"•.."'.(ru-.>.rt'",.tt>fi.J-/k..[...,.""'1.0/0-/77,a..,cf~
~.L?C'l'fr~,JJ.",•.-{.•."tc./)r "fhl/~;""(7 -r.I~:I~·-/~1
N ,n.....·1
Applicant Name.__-'-V__v-==--_
Address f 0 ~;<lIt',
City &.-re <"VI 71 <it.State IV c..ZIP d--1 ?7T
Phone #(df:,r3c-3>(('10 Fax #(?.F~tr.3°-'3 q I
..,-Qc J...••.../u Y\
Authorized Agent <../A'1-----------------~--~==~
Affected DCW ~w ['g'fiTA 0Es OPTS
AEC(s):DOEA DHHF DIH DUBA DN/A
DPWS:DFC:
ORW:yes I @ PNA yes l@i Crit.Hab.yes I no
Agent or APPlica~~N~e~hV\~~
**pliance statement on back of permit **H ••.rr l (..,.-...e..'j:,...••...•...R./VIA-
ApplicationFee(s)Check #
Subdivision.---==-=-:;-;:-y _
City ,41.lt'"0 y&\.I f\I <-ZIP ";;)...,.PO ,
Phone #()River Basin ~r-Ie;.-J;<-c
Adj.Wtr.Body 14-.I,lr I,('ve4=-H~J/ef(~/man lunkn)
.fP-M/I<.O «Jvc/Closest Mal.Wtr.Body_-'-_lOr fl ",-/'1-Ir
Permit Officer's Signature
'f'-/l.-II
IssUin~",,?irr Co '-'''+y
LocalPlanningJurisdiction Rover FileName
Statement of Compliance and Consistency
This permit is subject to compliance with this application,site drawing and attached general and specific conditions.Any
violation of these terms may subject the permittee to a fine or criminal or civil action;and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance.The
applicant certifies by signing this permit that I)prior to undertaking any activities authorized by this permit,the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances,and 2)a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s).
The State of North Carolina and the Division of Coastal Management,in issuing this permit under the best available
information and belief,certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable ToYour Project:
D Tar -Pamlico River BasinBuffer Rules D Other:---------------------D Neuse River BasinBuffer Rules
If indicated on front of permit,your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin.These buffer rules are enforced by the NC Division of
Water Quality.Contact the Division of Water Quality at the Washington Regional Office (252-946-6481)or the Wilmington
Regional Office (91 0-796-7215)for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh,NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh,NC 27604
919-733-2293
Fax:[phone]
Morehead City Headquarters
400 Commerce Ave
Morehead City,NC 28557
252-808-2808/1-888-4RCOAST
Fax:2-S-2-247-3330
(Serves:Carteret,Craven,Onslow -above
New River Inlet-and Pamlico Counties)
Elizabeth City District
1367 U.S.17 South
Elizabeth City,NC 27909
252-264-390 I
Fax:[phone]
(Serves:Camden,Chowan,Currituck,
Dare,Gates,Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington,NC 27889
252-946-6481
Fax:[phone]
(Serves:Beaufort,Bertie,Hertford,Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington,NC 28405-3845
910-796-7215
Fax:[phone]
(Serves:Brunswick,New Hanover,
Onslow -below New River Inlet-and
Pender Counties)
Revised 08/09/06
SECTION .1700 -GENERAL PERMIT FOR EMERGENCY WORK REQUIRING A CAMA AND/OR A
DREDGE AND FILL PERMIT
15A NCAC 07H .1701 PURPOSE
This permit allows work necessary to protect property and/or prevent further damage to property caused by a sudden or
unexpected natural event or structural failure which imminently endangers life or structure.For the purposes of this general
perm it,major storms such as hurricanes,northeasters or southwesters may be considered a sudden unexpected natural event
although such storms may be predicted and publicized in advance.
History Note:Authority G.S 113-229(cl);113A-107(a),(b);113A-1J3(b);113A-1J8.1;
Eff.November I,1985.
15A NCAC 07H .1702 APPROVAL PROCEDURES
(a)Any person wishing to undertake development in an area of environmental concern necessary to protect life or endangered
structures will notify the Division of Coastal Management or Local Permit Office (LPO)when a possible emergency situation
exists.
(b)The applicant may qualify for approval of work described in this permit after an onsite inspection by the LPO or Division
of Coastal Management Field Consultant and upon his fmdings that the proposed emergency work requires a CAMA and/or
Dredge and Fill permit,The LPO shall issue the permit if the required emergency measures constitute minor development.
(c)Once the LPO or Consultant determines that the applicant's proposed project may qualify for an emergency permit,he
shall consult with the applicant and assist him in preparing an application.The applicant shall include a sketch showing
existing conditions and the proposed work.
(d)The applicant for an emergency permit must take all reasonable steps to notify adjacent riparian landowners of the
application,and prior to receiving a permit will certify by signing the permit the following:
(1)that a copy ofthe application and sketch has been served on all adjacent riparian landowners,or if service of a
copy was not feasible,that the applicant has explained the project to all adjacent riparian landowners;
(2)that the applicant has explained to all adjacent riparian landowners that they have a right to oppose the issuance
of a permit by filing objections with the local CAMA permit officer or with the Secretary ofthe Department of
Environment,Health,and Natural Resources;
(3)that,as to adjacent riparian landowners not contacted,the applicant has made a reasonable attempt to contact
them and furnish them with the required information.
(e)All work authorized by this general permit will cease after thirty days from the date of issuance.
History Note:AuthorityG.S 113-229(cl);113A-I07(a),(b);113A-1I3(b);1I3A-1I8.I;
Eff.November 1,1985;
Amended Eff.May I,1990.
15A NCAC 07H .1703 PERMIT FEE
The agency shall not charge a fee for permitting work necessary to respond to emergency situations except in the case when a
temporary erosion control structure is used.In those cases,the applicant shaII pay a permit fee of four hundred dollars
($400.00)by check or money order made payable to the Department.
History Note:Authority G.S II3-229(cl);113A-1 07(a),(b);I J3A-I J3(b);113A-118.1;I J3A-119;
Eff.November 1,1985;
Amended Eff.September 1,2006;August 1,2002;March 1,1991;October 1,199.
15A NCAC 07H .1704 GENERAL CONDITIONS
(a)Work permitted by means of an emergency general penn it shaII be subject to the foIIowing limitations:
(I)No work shaII begin until an onsite meeting is held with the applicant and a Division of Coastal Management
representative so that the proposed emergency work can be delineated.Written authorization to proceed with the
proposed development may be issued during this visit.
(2)No work shall be permitted other than that which is necessary to reasonably protect against or reduce the
imminent danger caused by the emergency,to restore the damaged property to its condition immediately before the
emergency,or to re-establish necessary public facilities or transportation corridors.
(3)Any permitted erosion control projects shall be located no more than 20 feet waterward of the imminently
threatened structure or the right-of way in the case of roads.If a building or road is found to be imminently
62
threatened and at increased risk of imminent damage due to site conditions such as a flat beach profile or accelerated
erosion,temporary erosion control structures may be located more than 20 feet seaward of the structure being
protected.In cases of increased risk of imminent damage,the location of the temporary erosion control structures
shall be determined by the Director of the Division of Coastal Management or designee.
(4)Fill materials used in conjunction with emergency work for storm or erosion control shall be obtained from an
upland source.Excavation below MHW in the Ocean Hazard AEC may be allowed to obtain material to fill
sandbags used for emergency protection.
(5)Structural work shall meet sound engineering practices.
(6)This permit allows the use of oceanfront erosion control measures for all oceanfront properties without regard to
the size of the existing structure on the property or the date of construction.
(b)Individuals shall allow authorized representatives of the Department of Environment and Natural Resources to make
inspections at any time deemed necessary to be sure that the activity being performed under authority of this general permit is
in accordance with the terms and conditions in these Rules.
(c)Development shall not jeopardize the use of the waters for navigation or for other public trust rights in public trust areas
including estuarine waters.
(d)This permit shall not be applicable to proposed construction where the Department has determined,based on an initial
review of the application,that notice and review pursuant to G.S.113A-119 is necessary because there are unresolved
questions concerning the proposed activity's impact on adjoining properties or on water quality,air quality,coastal wetlands,
cultural or historic sites,wildlife,fisheries resources,or public trust rights.
(e)This permit does not eliminate the need to obtain any other state,local,or federal authorization.
(f)Development carried out under this permit must be consistent with all local requirements,CAMA rules,and local land use
plans,storm hazard mitigation,and post-disaster recovery plans current at the time of authorization.
History Note:AuthorityG.S 1I3-229(cl);1I3A-I07(a),(b);1I3A-1I3(b);1I3A-1I8.I;
Eff.November 1,1985;
Amended Eff.December 1,1991;May 1,1990;
RRC Objection due to ambiguity Eff.May 19,1994;
Amended Eff.May 1,2010;August 1,1998;July 1,1994.
15A NCAC 07H .1705 SPECIFIC CONDITIONS
(a)Temporary Erosion Control Structures in the Ocean Hazard AEC.
(I)Permittable temporary erosion control structures shall be limited to sandbags placed landward of mean high
water and parallel to the shore.
(2)Temporary erosion control structures as defined in Subparagraph (1)of this Paragraph shall be used to protect
only imminently threatened roads and associated right of ways,and buildings and their associated septic systems.A
structure shall be considered imminently threatened if its foundation,septic system,or,right-of-way in the case of
roads,is less than 20 feet away from the erosion scarp.Buildings and roads located more than 20 feet from the
erosion scarp or in areas where there is no obvious erosion scarp may also be found to be imminently threatened
when site conditions,such as a flat beach profile or accelerated erosion,increase the risk of imminent damage to the
structure.
(3)Temporary erosion control structures shall be used to protect only the principal structure and its associated
septic system,but not appurtenances such as pools,gazebos,decks or any amenity that is allowed as an exception to
the erosion setback requirement.
(4)Temporary erosion control structures may be placed seaward of a septic system when there is no alternative to
relocate it on the same or adjoining lot so that it is landward of or in line with the structure being protected.
(5)Temporary erosion control structures shall not extend more than 20 feet past the sides of the structure to be
protected.The landward side of such temporary erosion control structures shall not be located more than 20 feet
seaward of the structure to be protected or the right-of-way in the case of roads.If a building or road is found to be
imminently threatened and at increased risk of imminent damage due to site conditions such as a flat beach profile or
accelerated erosion,temporary erosion control structures may be located more than 20 feet seaward of the structure
being protected.In cases of increased risk of imminent damage,the location of the temporary erosion control
structures shall be determined by the Director of the Division of Coastal management or designee.
(6)Temporary erosion control structures may remain in place for up to two years after the date of approval if they
are protecting a building with a total floor area of 5000 square feet or less and its associated septic system,or for up
to five years for a building with a total floor area of more than 5000 square feet and its associated septic system.
Temporary erosion control structures may remain in place for up to five years if they are protecting a bridge or a
road.The property owner shall be responsible for removal of the temporary structure within 30 days of the end of
the allowable time period.
(7)Temporary sandbag erosion control structures may remain in place for up to five years from the date of approval
if they are located in a community that is actively pursuing a beach nourishment project,and up to eight years from
63
the date of approval if they are located in an Inlet Hazard Area adjacent to an inlet for which a community is actively
pursuing an inlet relocation project.For purposes ofthis Rule,a community is considered to be actively pursuing a
beach nourishment or inlet relocation project if it has:
(A)an active CAMA permit,where necessary,approving such project,or
(B)been identified by a U.S.Army Corps of Engineers'Beach Nourishment Reconnaissance Study,
General Reevaluation Report,Coastal Storm Damage Reduction Study,or an ongoing feasibility
study by the U.S.Army Corps of Engineers and a commitment oflocal or federal money,when
necessary;or
(C)received a favorable economic evaluation report on a federal project;or
(D)is in the planning stages of a project that has been designed by the U.S.Army Corps of Engineers
or persons meeting applicable State occupational licensing requirements and has been initiated by
a local government or community with a commitment of local or state funds to construct the
project and the identification of the financial resources or funding bases necessary to fund the
beach nourishment or inlet relocation project.
If beach nourishment or inlet relocation is rejected by the sponsoring agency or community,or ceases to be actively
planned for a section of shoreline,the time extension is void for that section of beach or community and existing
sandbags are subject to all applicable time limits set forth in Subparagraph (6)of this Paragraph.
(8)Once the temporary erosion control structure is determined to be unnecessary due to relocation or removal of the
threatened structure,a storm protection project constructed by the U.S.Army Corps of Engineers,a large scale beach
nourishment project or an inlet relocation project,it shall be removed by the permittee within 30 days of official
notification by the Division of Coastal Management regardless of the time limit placed on the temporary erosion
control structure.
(9)Removal of temporary erosion control structures shall not be required if they are covered by dunes with stable
and natural vegetation.
(10)The property owner shall be responsible for the removal of remnants of all portions of any damaged temporary
erosion control structure.
(11)Sandbags used to construct temporary erosion control structures shall be tan in color and 3 to 5 feet wide and 7
to 15 feet long when measured flat.Base width of the structure shall not exceed 20 feet,and the height shall not
exceed 6 feet.
(12)Soldier pilings and other types of devices to anchor sandbags shall not be allowed.
(13)Excavation below mean high water in the Ocean Hazard AEC may be allowed to obtain material to fill sandbags
used for emergency protection.
(14)An imminently threatened structure may be protected only once regardless of ownership unless the threatened
structure is located in an Inlet Hazard Area and in a community that is actively pursuing an inlet relocation project in
accordance with Subparagraph (7).Existing temporary erosion control structures located in Inlet Hazard Areas may
be eligible for an additional eight year permit extension provided that the structure being protected is still imminently
threatened,the temporary erosion control structure is in compliance with requirements of this Subparagraph and the
community in which it is located is actively pursuing an inlet relocation project in accordance with Subparagraph (7)
of this Paragraph.In the case of a building,a temporary erosion control structure may be extended,or new
segments constructed,if additional areas of the building become imminently threatened.Where temporary structures
are installed or extended incrementally,the time period for removal under Subparagraph (6)or (7)shall begin at the
time the initial erosion control structure is installed.For the purpose of this Rule:
(A)a building and septic system shall be considered as separate structures.
(B)a road or highway shall be allowed to be incrementally protected as sections become imminently
threatened.The time period for removal of each section of sandbags shall begin at the time that
section is installed in accordance with Subparagraph (6)or (7)of this Rule.
(15)Existing sandbag structures may be repaired or replaced within their originally permitted dimensions during the
time period allowed under Subparagraph (6)or (7)of this Rule.
(b)Erosion Control Structures in the Estuarine Shoreline,Estuarine Waters,and Public Trust AECs.Work permitted by this
general permit shall be subject to the following limitations:
(1)no work shall be permitted other than that which is necessary to reasonably protect against or reduce the
imminent danger caused by the emergency or to restore the damaged property to its condition immediately before the
emergency;
(2)the erosion control structure shall be located no more than 20 feet waterward of the imminently threatened
structure.If a building or road is found to be imminently threatened and at increased risk of imminent damage due to
site conditions such as a flat shore profile or accelerated erosion,temporary erosion control structures may be
located more than 20 feet seaward of the structure being protected.In cases of increased risk of imminent damage,
the location of the temporary erosion control structures shall be determined by the Director of the Division of
Coastal Management or designee.
(3)fill material used in conjunction with emergency work for storm or erosion control in the Estuarine Shoreline,
Estuarine Waters and Public Trust AECs shall be obtained from an upland source.
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(c)Protection,Rehabilitation,or Temporary Relocation of Public Facilities or Transportation Corridors.
(1)Work permitted by this general permit shall be subject to the following limitations:
(A)no work shall be permitted other than that which is necessary to protect against or reduce the
imminent danger caused by the emergency or to restore the damaged property to its condition
immediately before the emergency;
(B)the erosion control structure shall be located no more than 20 feet waterward of the imminently
threatened structure or the right-of-way in the case of roads.If a public facility or transportation
corridor is found to be imminently threatened and at increased risk of imminent damage due to
site conditions such as a flat shore profile or accelerated erosion,temporary erosion control
structures may be located more than 20 feet seaward of the facility or corridor being protected.In
cases of increased risk of imminent damage,the location of the temporary erosion control
structures shall be determined by the Director of the Division of Coastal Management or designee;
(C)any fill materials used in conjunction with emergency work for storm or erosion control shall be
obtained from an upland source except that dredging for fill material to protect public facilities or
transportation corridors shall be considered in accordance with standards in 15A NCAC 7H
.0208;
(D)all fill materials or structures associated with temporary relocations which are located within
Coastal Wetlands,Estuarine Water,or Public Trust AECs shall be removed after the emergency
event has ended and the area restored to pre-disturbed conditions.
(2)This permit authorizes only the immediate protection or temporary rehabilitation or relocation of existing public
facilities.Long-term stabilization or relocation of public facilities shall be consistent with local governments'post-
disaster recovery plans and policies which are part of their Land Use Plans.
History Note:AuthorityG.S.113-229(cl);113A-I07(a),(b);113A-113(b);J13A-J18.1;
Eff.November 1,1985;
Amended Eff.April 1,1999,'February 1,1996;June 1,1995,'
Temporary Amendment Eff.July 3,2000,'May 22,2000,'
Amended Eff.May 1,2010,'August 1,2002.Temporary Amendment Eff.July 3,2000,'May 22,2000;
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