20181047 Ver 1_CAMA Application_20180730

Cvasrai Management
r1MROUMENTAL QUA011
20181047
ivi LinU KAIN u U1VI
V'
9 2018
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
TO: Mr. Anthony Scarbraugh
DWR Water Quality Programs
943 Washington Regional Office
FROM: Greg Bodnar Respond to Greg Bodnar
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 09 July 2018
SUBJECT: CAMA Application Review
APPLICANT: Earl D. Pugh Jr./ Middle Creek Farms
PROJECT LOCATION: Project site is located SR 1107 at 1265 Middle Creek Rd in the community of
Middletown south of Engelhard in Hyde County, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a water control structure consisting of dual custom built
aluminum 30" wide x 30" long culverts equipped with tide gates and flash board risers for the primary purpose of
preventing saltwater intrusion into the agricultural drainage ditch system north of Middle Creek Road.
Please indicate below your position or viewpoint on the proposed project and return this form by 30 July 2018.
Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the proposed project. When
appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
Signed
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes are
incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Earl D. Pugh Jr.
2. LOCATION OF PROJECT SITE: Project site is adjacent SR 1107, Middle Creek Road, on the channelized
headwaters of Middletown Creek off the Pamlico Sound in the community of Middletown near Engelhard in
Hyde County, North Carolina.
Photo Index - 2006:114-8947 N-7 2000.114-1385 K-22 1995:114-1225 I-12
Lat Long Coordinates: 35°28'52.68" N, 76°01'22.12 W
3. INVESTIGATION TYPE: CAMAIDredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7 June 2018
Was Applicant Present - No
5.
7.
PROCESSING PROCEDURE: Application Received — 28 June 2018
Office - Washington
SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP — Community
(B) AEC(s) Involved: EW, PTA, ES, PTS, CW
(D) Water Dependent: Yes
(D) Intended Use: Agriculture Drainage
(E) Wastewater Treatment: Existing - None.
Planned -None
(F) Type of Structures: Existing - None
Planned — 2- 30" culvert pipes equipped with tidegates downstream and
flashboard risers upstream.
(G) Estimated Annual Rate of Erosion: Unknown
HABITAT DESCRIPTION:
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
Canal bottom
(C) Other
Uplands
[AREA]
DREDGED FILLED
(D) Total Area Disturbed: 1,560 ft2 (0.04 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA HQW
Open: NO
PROJECT SUMMARY: The applicant proposes to place 2-30" wide x 30' long culvert pipes equipped with
tide gates on the downstream end and flashboard risers on the upstream end for the primary purpose to prevent
saltwater intrusion to adjacent cropland upstream.
±360 ft2 Coastal Marsh
600 ft2
600 ft2
(D) Total Area Disturbed: 1,560 ft2 (0.04 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA HQW
Open: NO
PROJECT SUMMARY: The applicant proposes to place 2-30" wide x 30' long culvert pipes equipped with
tide gates on the downstream end and flashboard risers on the upstream end for the primary purpose to prevent
saltwater intrusion to adjacent cropland upstream.

Earl D. Pugh Jr.
Middletown Creek
Hyde County
Project Setting
The project site is located at the channelized head of Middle Creek off the Pamlico Sound
adjacent SR 1107, Middle Creek Road, in the community of Middletown south of Engelhard in
Hyde County, North Carolina. Middle Creek at its headwaters is channelized and parallels Middle
Creek road and appears to be a borrow canal used for fill to construct the Middle Creek road. The
barrow canal interfaces with the head of Middle Creek. The borrow canal/channelization is
approximately 20' wide and 2.5' deep at normal water levels (NWL). The project site is located
immediately downstream of an intersection of another drainage canal that drains cropland to the
north of Middle Creek road. A ±30" culvert, open without riser or tide gate, connects this drainage
canal to Middle Creek under Middle Creek road. There is a spoil road that parrels the
aforementioned drainage canal north of the project site. The spoil road has an elevation ±2' higher
than the surrounding land elevation. Middle Creek is bordered by Middle Creek road to the north
and a flood prevention dike to the south. Both are ±2.5' high above the NWL in Middle Creek.
The drainage ditch system in the cropland south of this dike is contained inside the dike and drains
to Middle Creek thru a culvert in the dike downstream of the project site. This pipe is equipped
with a tide gate. There are Coastal Wetlands marsh vegetated predominately with black needlerush
(Juncus roemerianus), salt grass (Distichlis s icata and salt meadow hay (S artinaap tens)
associated with Middle Creek. The widths of this associated marsh vary and marsh is more
.prevalent where the stream has not been channelized downstream of the project site. At the project
site the southside of the canal has an area of Coastal wetland marsh (f12' wide x 116' long)
vegetated primarily with salt meadow hay (S artinapaten s). Upstream of the project site the canal
bank gains elevation and Coastal Wetlands marsh is not present to the terminus of the drainage
feature. The Middle Creek channelization narrows upstream of the project site.
Water depths at the project site minus 2.5' to 3.0' below NWL. There was no submerged
aquatic vegetation observed during site visits this spring. Middle Creek is designated as a primary
nursery area (PNA) by the Marine Fisheries Commission and SA HQW by the Environmental
Management Commission and is closed to shellfishing.
Project Description
The applicant is the landowner on the southside of Middle Creek adjacent the project site.
The applicant also owns a parcel and farms the cropland on the north side of Middle Creek road.
The applicant proposes to construct a water control structure consisting of dual custom built
aluminum 30" wide x 30' long culverts equipped with tide gates and a flash board riser for the
primary purpose of preventing saltwater intrusion into the agricultural drainage ditch system north
of Middle Creek road as well as further up Middle Creek canal and ultimately into the ditch system
in cropland to the south. This location is advantageous to the applicant in that it allows for the
spoil road on the east side of the drainage canal across Middle Creek road to the north to serve as

Earl D. Pugh Jr.
Middletown Creek
Hyde County
Page Two
a flood prevention dike for the cropland to the west. The tide gates are concave aluminum flaps
with a rubber gasket that seals to a flange bolted to the pipe that seals off the pipe preventing the
flow of water upstream when the hydraulic pressure from an incoming wind tide exceeds hydraulic
pressure from drainage upstream. When hydraulic pressure from gravity flow drainage upstream
is greater the flap opens allowing water flow to move downstream. The riser on the upstream end
has a twofold purpose: It can hold water to maintain a higher water table for crops during dry
periods in the growing season as well as serve as a backup to the tide gate in slowing or stopping
the movement of saltwater upstream of the water control structure. By placing the gated culverts
in this location also allows for Middle Creek road also to serve as a flood protection dike for land
north of the road bed. An excavator will excavate out the muck in the culvert footprint, ±30'long
x 20'wide. This area will then be backfilled most likely with gravel to provide a stable foundation
to support the culverts. Fill dirt will be placed over the culverts to an elevation of 1.7' from the
top of the culvert pipe contained by an aluminum headwall on the upstream side. The fill dirt will
be sloped at a minimum 2' to 1' on the downstream side with the toe of the fill at the collar
supporting the tide gates. The fill dirt will be sloped and graded then seeded and covered with
mulch to provide a vegetated ground cover to prevent erosion. Riprap may also be placed on the
slope on the downstream side to stop erosion of the fill dirt. An area of high marsh will be filled
on the south side of the canal 12' x 30' maintaining the elevation of the fill over the water control
structure to the existing earthen dike in adjacent cropland.
Anticipated Impacts
The project as proposed will result in the loss of any estuarine dependent species from
utilizing the canal upstream of the project site. The proposed culvert will result in the filling of
±360 ft' of Coastal Wetland marsh and the excavation and filling of 600 ft' of canal bottom.
Steve Trowell — Washington Regional Office - 25 June 2018

r
r
RECEIVED
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
JUN 0 7 2018
Name of Property Owner Requesting Permit: _ F c` �' !l � - AT
Mailing Address: 2.
W C 22.7 8 Z `i'
Phone Number: (2-:5 2.) L-173 — Q 2 go
Email Address: +ow •L .Cc' r c w% 61 re
certify that I have authorized V1 i e i r W 11 ,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: La 54 nit
b� �. Girn�••,Aa� S4r,nc,re .,
at my property located at �2 45 j/h i c�A I e Ce & e- k U. n2
2762 -It
in County,
1 furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
gnature
_av' ur,
Print � ype Name
�ie/oaety Q wxel-
Title
Date
This certification is valid through ll 2 1 /6-

Middle Creek Tide Gates
Major CAMA Permit Application
Project Narrative
6-4-2018
Mr. Earl Pugh Jr. and his son Earl {Dawson} Pugh III are applying for a Major CAMA permit to
install a water control structure in Middle Creek Canal at 1265 Middle Creek Rd Engelhard, NC 27824.
The site is strategically located based upon existing Hydrology and infrastructure. Dawson Pugh has
worked with the North Carolina Agricultural Cost Share Program to design and help fund the installation
to Natural Resource Conservation Service Standards.
At the Proposed site the structure would provide protection from salt water intrusion and
drainage water management to approximately 240 acres of mostly crop land, with some pine plantation
included. This location is strategic because it would allow the Pugh's to utilize an existing dike to the
south and existing culverts and a Road bed to the north to act as barriers to saltwater intrusion.
There is a proposed fill of coastal wetlands of +/- 360 sqft in this proposal and upstream of the
structure is a manmade canal with no wetlands within the watershed. Moving the structure upstream
would require the Pugh's to construct an additional 1600ft of dike,1600ft of canals, require a new
culvert be installed under and bisecting Middle Creek Rd, and result in 16 acres of land being removed
from the watershed
RECEIVED
JUN 2 8 2018
DCM-WARD

APPLICHICN for RECEIVED
Mader Development Permit JUN 2 8 2018
east revised 12127106) �M
North CarolinPD1VISIO2
OF�COASTAL MANAGEMENT
1, PrimaryApplicant/ Lanialottiner information -
Business Name
Middle Creek Farms
Project Name (if applicable)
Applicant 1: First Name
Earl
MI
D
Last Name
Pugh Jr.
Applicant 2: First Name
Earl
MI
"Dawson"
Last Name
Pugh III
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3159 NEBRASKA RD
PO Box
City
Engelhard
State
NC
ZIP
27824
Country
Hyde
Phone No.
252 - 943 - 5198 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Hyde County Water And Flood Control Coordinator
Agent/ Contractor 1: First Name
Daniel
MI
A
Last Name
Brinn
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
30 Oyster Creek Rd.
PO Box
219
City
Swan Quarter
State
NC
ZIP
27885
Phone No. 1
252.926 - 7253 ext.
Phone No. 2
252 - 943 - 7973 ext.
FAX No.
252 926 3705
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
252 808,2SO8 1-3S3 .1RC0AST vi ;,i.rc-oa3taIman ageinant. o,!

Form DCM MP -1 (Page 2 of 4) RECEIVED APPLICATION for
.JUN 2 S 2018 Major Development Permit
3.
Project Location DCM-WARD
County (can be multiple)
Street Address
State Rd. #
Hyde
1265 Middle Creek Rd.
1107
Subdivision Name
City
State
Zip
NA
Engelhard
NC
27824 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA - - ext.
NA, I ,
a. In which INC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Middle 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
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
NA
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
NA
4,229,676 sgft 97.1 Ac.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
2.5' ❑NHW or ®NWL
e. Vegetation on tract
Mowed Fescue, Salt Meadow Hay fring directly at waters edge +/-12' wide, cultivated cropland and pine plantation,
no marsh upstream of progect site.
f. Man-made features and uses now on tract
DOT gravel road to the north and Cultivated cropland to the south of a 20ft wide manmade drainage canal
g. Identify and describe the existing land uses ent to the proposed project site.
Upstream are 350 acres of improved property. Cultivated cropland and pine plantation.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
NA
(Attach zoning compliance certificate, if applicable)
[]Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
X57-302 '?803 t-3ti3--IRCOASTv,•r �.nccc_1?taimai;afiem;nt.nat

RECEIVED
Form DCM MP -1 (Page 3 of 4) APPLICATION for
JUN 2 8 2018 Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, If available)
n. Describe existing wastewater treatment facilities.
NA
o. Describe existing drinking water supply source.
NA
p. Describe existing storm water management or treatment systems.
NA
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 project will prevent salt water intrusion into the agricultural properties upstream which can yeild cropland sterile. Tide
gates will act as automatic check valve allowing excess water from rainfall to flow out but preventing saltwater from the
pamlico sound to flow in. Flashboard risers will allow the applicant to manage drainage water in accordance with Soil &
Water Conservation guidelines to reduce nutrient loading by up to 30%.
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.
Installation of culverts„ flashboard risers, and tide gates will be achieved using a tracked excavator working from high ground
as well as a dump truck to bring in suitable fill from an existing borrow site
d. List all development activities you propose.
Installation of two 30" culverts, 30' long with 54" flashboard risers on the upstream end and 30" tidegates on the
downstream/outlet end
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 960 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No new discharge is proposed, existing surface runoff will be uneffected
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No [:INA
If yes, attach a mitigation proposal.
<Form continues on back>
252 803.2308 .. 1.838.4KCOAS'r ..vxri.n:,ca9e.raIm--tojgament.nai

Form DCM MP -1 (Page 4 of 4) JUN 2 $ 2018 APPLICATION for
Major Development Permit
r%e%ai anrw nn
6. Additional Information
in addrbon to this completed application form, (MP 1) the following mems below, if applicable, must be submitted in order forth@ application
paokage to be complete. !terns (a),— (n are always applicable to any ina development application. Please consult the application
inslrli6fiort.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 gulde 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 -SEE ATTACHED Riparian Landowners List Phone No.
Address
Name Phone No.
Address
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.
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
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.
Date r- 2-t — 16- Print Name 0--.—1 M., .--%
Signature
Please indicate application attachments pertaining to your proposed project.
ODCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
[]DCM MP -4 Structures Information
25 8-38.2503 1.883..{RC0ASr .. ,rw n.^^),3=!-'rr,Ia1nageIn9nI net

RECEIVED
JUN 2 8 2018
Form DCM MP -5
BRIDGES and CULVERTS DCM-WARO
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.
f. BRIDGES ®This section not applicable
a. Is the proposed bridge:
❑Commercial ❑PublictGovernment ®Private/Community
c. Type of bridge (construction material):
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No f. (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (N) Height of the top of the existing culvert above the NHW or
(v) Will ail, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: h. Width of proposed bridge:
1
I. Will the proposed bridge affect existing water flow? []Yes []No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes []No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes []No
If yes, explain:
2. CULVERTS ❑This section not applicable
a• Number of culverts proposed: 2 b. Water body in which the culvert is to be placed:
Middle Creek Canal
< Form continues on back>
.lam 10.1 1'. f;l._ i}- 1., I _ r

RELt1vtu
Form DCM MP -5 (Bridges and Culverts, Page 2 of 4)
JUN 2 S 2018
c. Type of culvert (construction material):
Aluminum DCM-WARD
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ®No ❑Yes ®No
If yes,
(ii) Length of existing bridge:
(ill) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
IF. Length of proposed culvert: 30'
h. Height of the top of the proposed culvert above the NHW or NWL.
3"
I. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ®No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert: 30"
i. Depth of culvert to be buried below existing bottom contour.
0"
k. Will the proposed culvert affect existing water flow?
®Yes ❑No
If yes, explain: Placement of tide gates on the
downstream side will prevent salt water intrusion from
affecting agricultural land upstream, Flashboard risers
on the inlet end will allow for management in
accordance with NC Soil & Water Conservation
guidelines to reduce nitrogen runoff by as much as 30%
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 30'
(iii) Avg. width of area to be excavated: 20'
(iv) Avg. depth of area to be excavated: 1_5'
(v) Amount of material to be excavated in cubic yards: 33cy
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW []SAV []SB
OWL ®None
(ii) Describe the purpose of the excavation In these areas:

Form DCM MP -5 (Bridges and Culverts, Page 3 of 4)
RECEIVED
c. {i} Will the placement of the proposed bridge or culvert require any
high -ground excavation? OYes ®No
JUN 2 $ 2��$
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
DC M -WAR O
(Iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cublc yards:
d. If the placement of the bridge or culvert Involves any excavation, please complete the following:
(i) Location of the spoil disposal area: On site high ground south of the culvert installation
(ii) Dimensions of the spoil disposal area: 20'x30'
(Iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a fetter 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 (SS)?
❑CW ❑SAV OWL OSB ®None
If any boxes are checked, give dimensions if different from (it) 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. (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 below NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 30'
(iii) Avg. width of area to be filled: 20'
(iv) Purpose of fill: Fill wil be brought in to act as a
foundation under and around the culverts to prevent
settling of the proposed structure.
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:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
(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 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 360 ❑SAV ❑SB
OWL ®Norte
(ii) Describe the purpose of the excavation in these areas:
Fill placed to the south of the structure will create an
elevation matching the existing dike to the south and
will be necessary to prevent tidal inundation
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:

Form DCM Mfg -5 (Bridges and Culverts, Page 4 of 4)
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>
c. Will the proposed project require any work channels?
QYes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Tracked Excavator and Dump Truck
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
(Mt d d 1 e Cr`sa t'
Project Name((`` �1
C.CI 14 Vdl w [ 5
Applicant Na e
App ntsignature Aavy7L
d. How will excavated or fill material be kept on site and erosion
controlled?
All disturbed soil will be covered with mulch and then
properly seeded to establish vegitation
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
JUN 2 8 2018
DCM-WARD

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