20160598 Ver 1_CAMA Application_20160603

Ki-cm
Coastal Management
ENVIRONMENTAL OUALITV
June 3, 2016
MEMORANDUM:
TO:
Chad Coburn
401 Wetlands
DWR-WiRO / NH Co.
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
RECEIVED/NCDENR/DWR BRAXTON DAVIS
Director
JUN 0 3 2016
Water Quality Regional
OperatWilmington Section
Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o)ncdenrgov
Fax: [phone] (Courier 04-_16-33),
SUBJECT: CAMA /D & FApplication Review
Applicant: City of Wilmington c/o Sterling Cheatham
Project Location: at the end of One Tree Hill Way & Creekfront Dr., over Burnt Mill Creek,
in Wilmington, New Hanover County
Proposed Project: to construct anew public bridge and associated infrastructure in the
Love Grove community
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by June 29, 2016. If you have any
questions regarding the proposed project, contact Robb Mairs at [phone] when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency as o objectiont he project s proposed. ``,opto -
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 tothe project for reasons described in the attached comments.
SIGNED C C�' DATE 71�' /1,6
nothing Comparesf, ,
State of North Carolina I Environmental Quality J Coastal Management
127 Cardinal Drive Ext, Wilmington, NC 28405
910496-7215

Letter of Authorization
NCIDEQ & ACOS Permitting Agent
Love Grove Additional Access
City Manager
City of Wilmington
PO Box 1810
Wilmington, NC 28402.1810 _
[phone]
(910) 3415839 fax
sterling.chealhamQwilmingtonnc.gov
Dial 711 TTYlyoioe
1, Sterling Cheatham, on behalf of the City of Wilmington authorize AECOM to act as our
limited agent to coordinate with the U.S. Army Corps of Engineers and North Carolina
Department of Environmental Quality for the preparation and submittal of jurisdictional
determinations and 404/401 and CAMA permit applications associated with the Love Grove
Additional Access project located in Wilmington, North Carolina.
Authorization will terminate on either final agency action or upon written notification from
either party involved.
Organization:
City of Wilmington
Contact Nance:
Sterling Cheatham
City Manager
Client Address:
P.O. Box 1810
Wilmington, NC 28402
Client Phone.
[phone]
Client Fax:
[phone]
Client E-mail:
[e-mail]
Date
cc: Paul Masten, Sr. Environmental Scientist, AECOM ([e-mail])
Steve Thomas, Consulting Engineer, AECOM ([e-mail])
Richard King, Deputy City Manager, City of Wilmington
Anthony Geathers, Construction Project Manager, City of Wilmington
Carl Farmer, Division Engineer, City of Wilmington
David Cowell, City Engineer, City of Wilmington
RECEIVED
i3CM WILMINGTON, NC

MAJOR PERMIT FEE SCHEDULE
City of Wilm-Love Grove /$400 New Hanover Co.
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$250
100%($250)
0%($0)
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands oro en water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%($250)
0%($0)
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%($400)
0%($0)
III(C). If General Water Quality Certification No.
3490 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality oraquatic life:
$400
1 60%($240)
40%($160)
III(D). If General Water Quality Certification No.
3490 see attached cannot be applied:
$400
60%($240)
40%($160)
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
and/oro en water areas:
$475
60%($285)
40%($190)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: City of Wilmington c/o Mr. Sterling Cheatham
PROJECT NAME: Love Grove Additional Access
2. LOCATION OF PROJECT SITE: The project is located at the end of One Tree Hill Way and Creekfront
Drive, over Burnt Mill Creek in Wilmington, New Hanover County.
Photo Index— 2006: N/A 2000: N/A 1995: N/A
State Plane Coordinates - X: 2324316 Y: 185659
Latitude: 34°15'19.08"N Longitude: 77055'36.37"W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit -November 4, 2015 and May 25, 2016
Was Applicant Present — Yes (agents), No
5. PROCESSING PROCEDURE: Application Received Complete —May 20, 2016
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plans —City of Wilmington and New Hanover County 2006 Joint LUP Update
Land Classification From LUPs — Conservation/Developed
(B) AEC(s) Involved: PTA, PTS, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned — N/A
7
(F) Type of Structures: Existing — Public roadways
Planned - Bridge and associated infrastructure for public use
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: [AREA]
EXCAVATED ELLED OTHER
A Open Water
2,340 sq. ft.
(B) Vegetation
12,000 sq. ft.
(Section 404 Wetlands and
(Shading)
Coastal Wetlands
(C) High Ground
4,400 sq. ft.
75,794 sq. ft.
(D) Total Area Disturbed: 94,534 sq. ft. (2.17 acres)
(E) Primary Nursery Area: No
(F) Water Classification: C; Sw Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a new public bridge and associated
infrastructure over Burnt Mill Creek.

City of Wilmington- Love Grove Additional Access
Page 2
9. PROJECT DESCRIPTION:
The project is located at the end of One Tree Hill Way on the east side and Creekfront Dr. on the
west side of the project, adjacent to Burnt Mill Creek in Wilmington, New Hanover County. To locate
the site from the Wilmington Regional Office (WiRO) travel south on Market Street (U.S. HWY 17)
until you reach Martin Luther King, Jr. Parkway (N.C. HWY 74) that will be located on the right. Turn
right and travel west approximately 3.5 miles until you reach the exit ramp to Wilmington
International Airport (ILM) onto North 23rd Street. Turn right onto North 23rd Street and travel south
approximately 0.4 miles until you reach One Tree Hill Way, which will be located on the right. Turn
right onto One Tree Hill Way and continue until the road terminates at the project site. Elevations in
the project area range from 15' to 17' above normal high water (NHW) along the creek. The
predominant land, use on the east side is zoned as airport industrial. Existing use on the east side of
the project include an existing Cape Fear Public Utility Authority pump station (COW #10 Northside),
which is located adjacent to the project site to the north and the Screen Gem Film Studios to the
east off of One Tree Hill Way and North 23rd Street.
The west side of the project area is the existing Love Grove residential neighborhood. The
application states the internal roadway network of the neighborhood currently consists of three
collector streets (Corbett, King and Stanley Streets) with four intersecting cross streets (Railroad,
Liverpool, Center and Clarenton Streets and Creekfront Drive). The only access into or out of the
neighborhood is through King Street along the south of the neighborhood, which crosses a CSX
railroad line and connects to North 11th Street.
The application states that due to a railroad car derailment on January 28, 2013 on the CSX line,
access to the Love Grove neighborhood through King Streetwas blocked off. Temporary emergency
access was constructed to bypass the derailment while clean-up of spilled, flammable materials
occurred. This derailment brought to light the considerable public safety hazard associated with
having only one point of access into the neighborhood. Two scoping meetings were held for this
project prior to the submittal of this permit application.
The project site is located just south of the confluence of Smith Creek and Burnt Mill Creek. The
upland vegetation along the shoreline of the eastern side of the project consists of Pine, Oak,
Magnolia and Maple trees. There is an existing narrow highground peninsula on the eastern side of
the project, which extends towards the west into Burnt Mill Creek. At the waterward end are existing
remnant timber piles which appears to be associated with a previous bridge crossing of the creek.
The vegetation along the shorelines and within the creek of the eastern and western shoreline of
Burnt Mill Creek is primarily Bald Cypress, Narrow Leaf Cat -tail (Typha spp.), Saw Grass (Cladium
spp.), Giant Cordgrass (Spartina cynocoroides) and Bulrush (Scirpus spp.) (See Project Narrative
and Sheet 1 of 5).
Smith and Burnt Mill Creeks are classified C; Sw by the Environmental Management Commission
(EMC) in the area of the proposed construction and is classified by the North Carolina Wildlife
Resources Commission as Inland Waters (NCWRC). The NCWRC has NOT classified Burnt Mill
and Smith Creeks as an Anadromous Fish Spawning Area or as a Primary Nursery Area. The
waters are CLOSED to shellfishing by the Shellfish Sanitation Section of the Division of Marine
Fisheries. Burnet Mill Creek is approximately 100' wide and approximately -8' in depth at mean low
water (MLW) in the project location. There were no SAV's observed in the project area during the
site visit.
PROPOSED PROJECT
The applicant proposes to construct a new public bridge and associated infrastructure over Burnt
Mill Creek. The proposed bridge would consist of an extension of One Tree Hill Way in a westerly
direction, which would span across Burnt Mill Creek, just south of the confluence of Smith Creek.

City of Wilmington- Love Grove Additional Access
Page 3
The bridge would measure approximately 667' in length by 39' in width and would be pile -supported,
span across the creek and connect to Creekfront Drive in the Love Grove neighborhood. The
application states the bridge would be constructed using top-down methods in order to keep
mechanical equipment out of the creek. Concrete piles would be mechanically driven and connected
to the bridge super structure via pile caps. Pre -cast concrete segments of the bridge would be
installed on top of the pile caps utilizing a crane. The bridge approach on each side of the creek
would be stabilized by steel sheet piles, Class II rip -rap and an earthen berm entirely over
highground. The most southern end of the earthen berm would encroach into the 30' buffer from
NHW. The application states the new impervious areas associated with the new bridge would be
treated by collection of stormwater runoff into existing and proposed stormwater Best Management
Practices (BMPs) within the northeast corner of the Love Grove neighborhood. The existing wet
detention pond would be reshaped to capture and treat some of the additional surface runoff. The
application also states that a proposed infiltration basin consisting of Class A rip rap would be
constructed within the highground area adjacent to the south side of One Tree Hill Way.
The new bridge has been designed to allow a vertical clearance of 13' to 15' above mean high water
(MHW) from the channel of Burnt Mill Creek underneath the bridge. The new bridge would have two
travel lanes with a multi -use path on the southern side of the bridge. The applicate also proposes to
excavate a portion of the remnant highground peninsula in an area measuring approximately 220' in
length and ranging from approximately 10' to 30' in width down to adjacent wetland elevations. The
application states this would result in the removal of approximately 850 cubic yards (Cl) of upland
material, which would be transported to either the County landfill or utilized on-site for the project
(See Project Narrative and Sheets 1 through 5 of 5).
ANTICIPATED IMPACTS:
The proposed bridge would permanently shade approximately 2,340 sq. ft. of the Public Trust Area
of Burnt Mill Creek. No permanent impacts to any Section 404 or Coastal Wetlands are anticipated
with the project; however, the proposed bridge would shade approximately 12,000 sq. ft. of Section
404 and Coastal Wetlands. It is anticipated that the proposed removal of the high ground peninsula
would impact approximately 4,400 sq. ft. of upland area excavation. The projectwould also require
75,794 sq. ft. of high ground disturbance for the grading and paving of the new approaches to the
bridge and riprap. The navigable clearance under the bridge would be 13' to 15' above MHW of the
creek. A localized increase in turbidity can be expected during the in -water portions of the project
for the construction of the supporting structures for the new bridge.
Submitted by: Robb Mairs Office: Wilmington Date: June 3, 2016

PROJECT NARRATIVE
The Love Grove residential neighborhood is located adjacent to the west of Smith Creek in Wilmington,
North Carolina. The internal roadway network of the neighborhood currently consists of three collector
streets running in a northeast -southwest orientation (Corbett, King and Stanley Streets) with four
intersecting cross streets (Railroad, Liverpool, Center and Clarendon Streets and Creekfront Drive). The
only access into or out of the neighborhood is via King Street along the south side of the neighborhood
which crosses a CSXT railroad line and connects to North 11th Street.
On January 28, 2013, a railroad car derailment occurred on the CSX line which blocked the King Street
access to the neighborhood. Temporary emergency access was constructed to bypass the derailment
while clean-up of spilled, flammable materials occurred. The derailment illuminated the considerable
public safety hazard associated with having only one point of access into the neighborhood, particularly
considering the potential for railroad blockage.
The City of Wilmington decided to address this issued using funding approved during the 2014
Transportation Bond Referendum and contracted with AECOM for design/build services for a new
roadway to provide additional access to the Love Grove neighborhood.
The proposed project will consist of an extension of One Tree Hill Way in a westerly direction, spanning
across Burnt Mill Creek just south of its confluence with Smith Creek via a 677 -foot long, pile -supported
bridge, and connecting to Creekfront Drive in the Love Grove neighborhood. The bridge will be
constructed using top-down methods in order to keep mechanical equipment out of the creek.
Concrete piles will be mechanically driven and connected to the bridge super structure via pile caps.
Pre -cast concrete segments of the bridge will be installed on top of the pile caps using a crane.
Additional impervious surface will be treated by collection of stormwater runoff into existing and new
stormwater BMPs. Specifically, the wet detention pond at the northeast corner of the Love Grove
neighborhood will be reshaped to capture and treat some of the additional runoff and a new wet
detention pond will be constructed in the upland area on the east side of the creek to capture and treat
the remaining additional runoff. AECOM personnel are currently working with City of Wilmington staff
on the stormwater permit application.
Jurisdictional delineation of wetland and streams was performed on September 9, 2015 by AECOM
personnel. Mr. John Policarpo with the US Army Corps of Engineers verified the jurisdictional
delineation on November 4, 2015. Also on that day, Mr. Robb Mairs of NC Division of Coastal
Management visited the site for the purpose of delineating CAMA features (coastal wetland and normal
high water line).
No impacts to jurisdictional waters of the US are proposed. The project will include excavation of an
existing upland peninsula that has coastal wetlands on both sides. This is being proposed in order to
alleviate potential rise in flood elevations due to the bridge installation. The peninsula will be excavated
down to an elevation that approximately matches that of the adjacent wetland. A wetland seed mix will
be used for temporary stabilization following excavation with natural recruitment of native plants
species from the adjacent wetland for permanent stabilization. Wetland mitigation credit will not be
sought. I RECEIVED
OCM WILMINGTON, NC
'mm, �, 0I'1.11+1)

DGMUM
?. PrimaryApplicantlLandowner Inform ation
Business Name
Project Name (if applicable)
City Of Wilmington
Love Grove Additional Access
Applicant 1: First Name
MI
Last Name
Sterling
Cheatham
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
tate
1810
Wilmington
[NC
ZIP
Country
Phone No.
FAX No.
28402
910 - 341 - 7810 ext.
- -
StreetAddress(if different from above)
City
StateZIP
102 North Third Street
Wilmington
NC
28402-
Email
[e-mail]
Business Name
Aecom
Agent/ Contractor 1: First Name MI Last Name
Paul A Masten
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box city State
201 N Front Street, Suite 509 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28401 910 - 667 - 2391 ext. 910 - 512 -1253 ext.
FAX No. Contractor #
Street Address (if different from above) I City
Email
[e-mail]
<Form continues on back>
State I ZIP
scut WILMING I UN, Na.
td'fn 1 .,: i 8 . c.
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Form DCM MP -1 (Page 2 of 4)
APPLICATION fpr
Major Development Permit
3., Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
None
617 feet
Subdivision Name
city
State
Zip
None
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
NA, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Burnt Mill 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
Burnt Mill Creek
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.
City of Wilmington
4 Sito D2seripNon
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
617 feet
3.5 acres
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)
15-17 feet ®NHW or ❑NWL
e.
Vegetation on tract -
Wooded areas consist of bald cypress, loblolly pine, sweet gum, red maple, chinese privet, and greenbrier. Emergent
wetland areas consist of common reed, and cattails.
f.
Man-made features and uses now on tract
Two asphalt roads - One Tree Hill Way and Creekfront Drive; one wet detention pond on the west end of the project
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Undeveloped woodland, Burnt Mill Creek and associated wetlands, Love Grove landfill, and the Clarendon Park subdivision
which is a part of the Love Grove neighborhood.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Airport Industrial on east side of creek, and Light Industrial
(Attach zoning compliance certificate, if applicable)
and R-3 Residential on the west side of the creek.
❑Yes ❑No NNA
j.
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 [INA
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?
RECEIVED
DCM WILMINGTON, NC
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
No wastewater will be generated by the project
o. Describe existing drinking water supply source.
Drinking water utility is not needed
p. Describe existing storm water management or treatment systems.
A wet detention pond is present at the west end of the project which is part of the Clarendon Park subdivision
5, Activities aid Impacts ,
a.
Will the project be for commercial, public, or private use? ❑Commercial NPublic/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project will be to provide additional roadway access to the Love Grove neighborhood. Currently one only
roadway (King Street) provides access to the neighborhood and that road crosses a railroad line which can restrict access.
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.
Concrete piles will be mechanically driven. A large crane will be used to place the pile caps and bridge span sections on top
of the piles. Excavation will be performed using a backhoe and hand tools. Grading will be performed using typical grading
equipment (bulldozer, graders, rollers, etc.)
d.
List all development activities you propose.
An asphalt roadway extension of One Tree Hill Way connecting to Creekfront Drive, including a multi -use path, a pile -
supported bridge over Burnt Mill Creek, stormwater treatment device, and excavation of an upland area within the AEC to
alleviate flood concerns from the bridge piles
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 1.74 ❑Sq.Ft or NAcres
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.
No impacts to waters of the state are proposed.
1.
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 ❑NA
If yes, attach a mitigation proposal. RECEIVED
DOM WILMINGTON, NC
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Form DCM MP -1 (Page 4 of 4)
a. A project narrative.
APPLICATION for
Major Development Permit
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 comoleted and or000sed.
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 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.
none
h. Signed consultant or agent authorization form, if applicable.
necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act,
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.
Date April 22, 2016 Print Name P of Iota ten
Signature
Please indicate application attachments pertaining to your proposed project.
EDCM MP -2 Excavation and Fill Information EDCM MP -5 Bridges and Culverts
EDCM MP -3 Upland Development RECEIVED
❑DCM MP -4 Structures Information DOM WILMINGTON, NO
M'AY .1 v 20I15
252-808-8808 4: 1-888.4RCOAST :t www.necoas¢aixn a»age ar4t. net

Form DCM MP -2
ILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DOW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
I. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
'0CM W MINGTON, NC
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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
Depth
11 - EXCAVATION, EXCAVATTION`
p?h s secllgn ndfapplicabm
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Soil from an upland peninsula and for bridge end bents
0 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),
850 cubic yards
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:
2. DISPOSAL OFEXCAVATED MATERIAL
❑Tfits section riot applicafite','
a. Location of disposal area. b. Dimensions of disposal area.
Excavated soil will be transported to the New Hanover
NA
County landfill for disposal or possibly used for daily ground
cover.
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
(ii) 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
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DOW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
I. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
'0CM W MINGTON, NC
2�a2.St;a-2f3if8 ;: 1-a3$k1 &t"{C'.°a"�i#u$ _. w ,racgaa�tatn� n a erreara e> g. revisodz 1212GIOG

Form QUI - ( xcavaad:aea and FBI, Page 2 of 3)
3.: SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin; use MP -4 — Structures). '
a. Tvoe of shoreline stabilization: b. Lenoth:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap _
Breakwater/Sill Other
I. Source of fill material.
f. (1) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4 OTHERlILG 4CTIOTlES ❑ This seotronttatapphcab(a;;'
�(E eclGtllrSborelFhe Stabrlfzahon}
a. (i) Will fill material be brought to the site? ®Yes []No []NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW)
If yes,
(ii) Amount of material to be placed in the water none
(iii) Dimensions of fill area aoorox. 3600 cv
(iv) Purpose of fill
Provide roadway fill in upland areas
a. How will excavated or fill material be kept on site and ero
controlled?
Silt fence and ground stabilization measures will be used
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
suomergea aquatic vegetation kaAvl, sneu ootrom lac), 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 fill in these areas:
b. What type of construction equipment will be used (e.g., dmgline,
backhoe, or hydraulic dredge)?
Construction equipment include a backhoe and hand
equipment/tools for excavation, a crane for pile driving, and
grading equipment and other typical roadway construction
equipment for roadway and bridge construction
d.. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts.
The bridge will be constructed using top-down methods to keep
equipment out of the creek during construction. No wetlands will
be crossed to transport equipment to the site during construction
of the asphalt -paved portion of the project.
RECEIVED
iWitmNGTON1, Pilc
252-800.2608 : 1.885-4RCL3AS T :: =evtsod: dZ 26 06

Form PCM MP -2 (Excavation and Fill, PnSe 3 of 3)
April 22,2016
RECEIVED
DCM WILMINGTON, NC
M Ay 2 fli 1) 0 16
revisedi 12i26/06

Form ®CM MP -3
DEVELOPMENTUPLAND
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or structures
proposed.
One roadway that will include a multi -use path and a
bridge, and a stormwater wet detention pond
c. Density (give the number of residential units and the units per
acre).
No units proposed
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(it) If yes, list the date submitted: Plan has not been submitted
yet
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
51%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
33%
j. Describe proposed method of sewage disposal.
No sewage will be generated from this project
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
No discharges are proposed
b. Number of lots or parcels.
NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.74 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt will used for the roadway, bridge span sections will
be pre -cast concrete
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Qualilyfor review?
[]Yes ®No [INA
(ii) If yes, list the date submitted: _Plan has not been
submitted yet
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
in. -Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON, NC
MAY % LUII?
262.808.28062 :. 9.8a§84RCOAST i' wus.nccer�s4�alrta�n�geanant.n�S - revised; 12'26iD6

Form - (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ®No ❑NA
community, public system, etc.)
(ii) If yes, how many acres?
Drinking water will not be needed
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
May 10, 2005, January 30, 2004, January 30, 1943, and installed for this upland development?
November 22, 2013 ❑Yes ❑No SNA
RECEIVED
CCM WILMINGTON, NC
Mt}I n u �i)1ij
+J-i3@fr-2A@8 :: 4-z3Etti-A:2�ai1a53 :: anrWnccoastat"a agement.net revisedB 12126106

Form DOM MP -5
BRIDGES
- i. I Arnd CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Government ❑Private/Community Burnt Mill Creek
c. Type of bridge (construction material): d.. Water depth at the proposed crossing at NLW or NWL:
Pre -cast concrete sections and pre -stressed concrete piles 8 feet
e. (i) Will proposed bridge replace an existing bridge? []Ye;
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) _
9. Length of proposed bridge: 677 feet
®No f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert: _
(iii) Width of existing culvert: _
_ (iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, ora part of, the existing culvert be removed?
(Explain)
i. Will the proposed bridge affect existing water flow? ❑Yes ®No
If yes, explain:
h. Width of proposed bridge: 39 feet
j. Will the proposed bridge affect navigation by reducing or
Increasing the existing navigable opening? []Yes ®No
If yes, explain: Bridge support structures will be spaced to
continue to allow small boat access and will not be located
within the thawleg of the creek
k. Navigation clearance underneath proposed bridge: 13 to 15 feet I. Have you contacted the U.S. Coast Guard concerning their
near the thawlea of the channel approval? ®Yes ❑No
If yes, explain: US Coast Guard Permit dated March 16,
2016 is attached
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: 6-13 feet
2. CULVERTS ®This section not applicable r
a. Number of culverts proposed: b. Water body in which the culvert is to be placed: RECEIVED
DOM WIL NIINGTON, Nle
21
262.008-2808 :. 1.888.4 RCO AST revised: 10126106

FOrM DCMMP-S {Bridges and Culverts, PnVe 2 of 4)
< Form continues on back>
c. Type of culvert (construction material): _
d. (i) Will proposed culvert 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)
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:
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: _
(iii) Avg. width of area to be excavated: _
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 220 feet
(iii) Avg. width of area to be excavated: 18 feet
(iv) Avg. depth of area to be excavated: 3 feet
(v) Amount of material to be excavated in cubic yards: 850 CY
e. (1) Will proposed culvert replace an existing culvert?
[]Yes ❑No
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:
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:
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
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
RECEIVED
InOM WIL, INGTOM, N
2552-308-2808 :: 9-8884RCOAST :: wvvv r.rsc6+p-t5ia3nBa.M�gesrtOutnek revised: 10/2&06

.For CM MP -5 { ridges 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: Excavated soil will be taken to the New Hanover County landfill for disposal.
(it) Dimensions of the spoil disposal area: NA
(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 (it) above. NA
(A) 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 f. (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: _
(iv) Purpose of fill
g. (i) Will the placement of the proposed bridge or culvert resultin 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: Provide fill for roadway construction in
upland locations
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
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.
❑CW ❑SAV ❑SB _
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain:
< Form continues on bacixa
RECEIVED
L)Cn4 N1ILPAINGTGN, NO
252-808.2808 :: 9-9834RC OAS'4 :c +,vw .racceaaskat anagerr:enE,ea�k Yevised:/0126106

Form DCM MP -5 (Bridges and Cugvo wts, Page 4 of 4)
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM-MP-2. - - Silt fence and ground stabilization practices will be used..
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Concrete piles will be mechanically driven. The pile caps
and bridge sections will be put in place using a large crane.
Excavation will be performed using a backhoe and grading
performed using typical grading equipment (bulldozer,
graders, rollers, etc.)
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.
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
L -)CI WILMINGTON, SIC
i`J'IAN 91 0 2016
252-ta08-20t30 :: 1-888-4.diCOAST :; www mccaasfnlrnona ement.rat revised: 10126/06

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END APPROACH SLAB
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