20030774 Ver 1_COMPLETE FILE_20030624

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name The City of Wilmington County New Hanover
Project Number 03 0774 County2
Recvd From DCM Region Wilmington
Received Date 6/24/03 Recvd By Region
Project Type bridge replacement
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA OTH O Y O N ? 18-74-55-9 I` sw 30,623. 0.16 F_ I
10 Y N ,:,,:.t , _ 18-87.26 , SA 1W. 30,624.
Mitigation Wetland
MitigationType Type Acres Feet
F-r F_
l
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more Info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: Q Issue t8 Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection with project as proposed provided that all of the conditions of General
Water (Duality Certification #3400 and the written 401 Water Quality Certification are met.
1hE_d0J J Wter Q_pfilg, QQ1 1lipatiQn as
r
cc: Regional Office
Central Office Page Number 1
Facllity Name The City of Wilmington County New Hanover
Project Number 03 0774 Regional Contact:
Date:
Comments (continued from page 1):
Noelle Lutheran
8/26/2003
cc: Regional Office
Central Office Page Number 2
LT4 15 WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Interested Review Agencies
Doug Huggett
FROM: Jason D
Field Rep s ntative, Wilmington
DATE: July 10, 2003

BK®FCO KA M? ( ' ? /??
SUBJECT: Modification Request W
City of Wilmington
Greenville Loop Bridge
New Hanover County
WK Dickson on behalf of the City of Wilmin ton has submitted a request to modify the application for reenville Loo
g. ? P
Bridge Project at Riley's Branch to allow the installation of a subsurface force main (approximately 320 feet of pipe) across Riley's
Branch adjacent to Greenville Loop Road. The application for this project is still in the review cycle and I am forwarding this request
as an amendment to the original application.
The proposed changes will temporarily disturb an area of coastal wetlands along the eastern side of the bridge near both ends
of the bore. The 320 foot section of pipe will begin approximately 40 feet above, or north of Clear Brook Drive and will terminate on
the southern side of the bridge at the entrance of Sandfiddler Point Road.
Enclosures
cc: Wilmington Files
Charles Jones
Henry Wicker
JUL 1 8 2003
wOFGOA9W11 "W
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
PAM WK
DICKSON
909 Market Street
Wilmington, NC 28401
910.762.4200 9 FAX: [phone]
TO: NCDENR
Division of Coastal Management
J U L 0 7 2003
127 Cardinal Dr. Ext.
ATTENTION: Jason Dai
We are sending via:
OvVrnight
PRIORITY
ER OF TRANSMITTAL
DATE: 071071103
RE: Greenville Loo Road Bridge
CAMA Major Permit Application Package
New Hanover County - City of Wilmington
CAMA Impact Plan Revised
wkd 20217.20 (1)
? Regular Mail
The following items:
0 Correspondeece Fx Plans
? Pick-up N Hand Delivered
Specifications Fx Other as listed below:
COPIES DATE NO. DESCRIPTION
16 CAMA Impact Plan (Revision #1 07107103)
THESE ARE TRANSMITTED as checked below:
B For Approval B As requested Approved as submitted Returned for corrections
For your use For review and comment 8 Approved as noted HForward to subcontractor
REMARKS:
Cason - as discussed this plan reflects a revision to the force main design Instead of running through the bridge
bent it is now being constructed under the channel via a directional bore. Let me know if you need anything else Thanks!
COPY TO: _Dave Mayes w-encs/City of Wilmington file SIGNED:
argaret G
AT. ?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
June 19, 2003
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:

Mr. John R. Dorney
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
The City of Wilmington
Greenville Loop Road (Riley's Branch Crossover)
*TM01401 GROUF
JUN 2 /4
*A1B?Ty8EMa
Proposed Project: To replace the existing Greenville Loop Road Bridge over Riley's Branch using head-
wall/rip rap construction instead of CMP's (Corrugated Metal Piping). They are also
proposing the replacement of an underground water line with a bridge connected line.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 12, 2003. If you have any questions regarding the proposed project, please contact Jason Dail at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
qmk-- -
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Wilmington
2. LOCATION OF PROJECT SITE: Greenville Loop Road (Riley's Branch Crossing), Adjacent to
Hewlett's Creek, New Hanover County
Photo Index - 2000: None 1998: None 1995: None 1989: None 1984: None
State Plane Coordinates - X: 2343901 Y: 165022
Rover File - 0-061717A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/17/2003
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 05/16/2003
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation/Resource Protection
(B) AEC(s) Involved: PT, ES, CW (Coastal Shoreline)
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Two lane roadway bridge with three single 36" CMP's
(Corrugated Metal Piping) for ebb/flood.
Planned - New three lane bridge with the removal of CMP's. Water movement will be
channeled beneath bridge between two cemented and rip rapped headwalls.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FIT J RD OT14FR
(A) Vegetated Wetlands 1,406 sq. ft. 1,170 sq. ft.
(Including e "404")
(B) Non-Vegetated Wetlands 1,800 sq. ft.
(Open Water
(C) Other 2,496 sq. ft.
(Hi ound
(D) Total Area Disturbed: 6,872 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: hftp://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
8. PROJECT SUMMARY: The applicant proposes to replace the existing Greenville Loop Bridge over
Riley's Branch using head-wall/rip rap construction instead of CMP's (Corrugated Metal Piping). The
applicant is also proposing the replacement of an underground water line with a bridge connected line.
9. PROJECT DESCRIPTION
The Project site is the existing bridge crossing of Riley's Branch, on Greenville Loop Road, in New
Hanover County. The bridge crossing is located approximately one-half mile east of Pine Grove Road.
Riley's Brach is a tributary of Hewlett's Creek which flows into the Atlantic Intracoastal Waterway
(AIWW). The project area is relatively flat, with elevations of approximately 7-8' above Mean High
Water (MHW). At the bridge crossing, Riley's Branch consists of two low velocity stream channels
approximately 20' wide, which is surrounded on both sides by Salt Meadow Cordgrass (Spartina
Alterniflora) and Black Needle Rush (Juncus roemarianus. The marsh transition toward highground
exhibits high coastal marsh vegetation, including, Glasswort (Salicornia, spp.), Spike Grass (Distichlis
spicata) and Salt Meadow Grass (Spartina patens). The main stream channel is approximately 1'-3' deep
and 10' wide.
The New Hanover Land Use Plan classifies the waters of Hewlett's Creek and Riley's Branch as
Conservation, and the adjacent high ground in the project area as Resource Protection . The waters in
the project area are classified as SA by the N.C. Division of Water Quality. They are designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are NOT open to the
harvest of shellfish.
The City of Wilmington proposes to replace the existing two lane bridge span at its present location.
The existing bridge, which was constructed in the 1960's, has three 36" CMP's which run north to south
and run approximately 30' in length and approximately 20' in width. The proposed bridge would consists
of two 12" x 53' steel piles that would support the concrete pile caps, bents and head walls. Rip rap
material would be placed along the faces of the two head walls. The rip rap material would extend
approximately 15' from the top of the concrete cap down to -2.0' (at Mean Low Water) towards the
center of the channel and would span approximately 90' in north and south directions (perpendicular to
Greenville Loop Road). Current use of the 36" CMP's prohibits clearance between the bridge deck and
normal high water (NHW). The new structure would consist of two concrete head walls (covered with
suitable rip rap material), reenforced concrete pilings and cored slab concrete decking. The overall
structure would measure approximately 90 feet in length (lengthwise measurements from end of rip rap
to end of rip rap) and roughly 60' in width. The bridge would provide a vertical clearance of
approximately 3.0' -5.0' feet above NHW and would have a horizontal clearance, from edge of rip rap to
edge of rip rap, of 20'. To accommodate the wider bridge, the bridge approaches will also include three
12 foot lanes (excluding bike lanes) with three foot shoulders. The shoulders would taper to grade with
a 3:1 slope.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
10. ANTICIPATED IMPACTS
The project would result in temporary impacts to 6,872 sq. ft. of coastal and type "404" wetlands by the
bridge construction. The new bridge would have a vertical clearance of 4.0' higher and approximately
20' wider than the existing structures. The reduction in the number of CMP's would also provide greater
horizontal clearance for navigation. Short term turbidity is expected during pile placement and during
construction and removal of the temporary CMP's. The applicant states that approximately 2,000 sq. ft.
of coastal wetlands will be created by the construction/replacement of the new bridge. Traffic will be
limited to one lane only during bridge construction.
Submitted by: Jason Dail Date: 6/18/ 2003 Office: Wilmington
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
Form DCAI-MP-1
1. APPLICANT
a. Landowner:
Name City of Wilmington
Address Post Office Box 1810
City Wilmington, North Carolina
Zip 28401 Day Phone
Fax [phone]
b. Authorized Agent: W.K. Dickson & Co., Inc.
APPLICATION
(To be completed by all applicants)

d. Is proposed work within city limits or planning
jurisdiction?
--X Yes No
e. Name of body of water nearest project (e.g.,
river, creek, sound, bay)
. Riley's Branch
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you propose (e.g.,
building a home, motel, marina, bulkhead, pier,
and excavation and/or filling activities.
Construction of a bridge to replace existing
culverts which are in poor condition
Name Margaret Gray
Address 909 Market Street
City Wilmington, North Carolina
Zip 28401
Fax [phone]
c. Project name (if any) Greenville Loop Road
Bridge__
NOTE: Permit will be issued in name of
landowner(s) and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County New Hanover
b. City, town, community or landmark
Wilmington
c. Street address or secondary road number
SR 1421
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
c. Will the project be for public, private, or
commercial use? puhlir iv;p
d. Give a brief description of purpose, use, methods
of construction, and daily operations of proposed
project. If more space is needed, please attach
additional pages.
_Steel pole supported cored slab bridge Piles
will be driven, not ietted in. Work will be on
matts where needed.
Revised 03/95
Form DCN1-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract .94 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 7.5
d. Soil type(s) and texture(s)
Tidal March - Black Clay 1 nam
e. Vegetation on tract none-cleared public
right-of-way.
f. Man-made features now on tract Existing
road with twin 36" CMP culverts
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land
use plan.)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-15
i. Is the proposed project consistent with the
applicable zoning? __X__ Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes -X- No
1. Are there wetlands on the site? _LYes _No
Coastal (marsh) yes Other
If yes, has delineation been conducted?X-Yes
m. Describe, existing wastewarM'freatment facilities.
N/A -
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
sanitary wastewater, industrial/ commercial
effluent, "wash down" and residential
discharges.)
o. Describe existing drinking water supply source.
Public water supply
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or
other instrument under which the owner claims
title, plus written permission from the owner to
carry out the project.
• An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to
scale in black ink on an 8 1/Z" by 11" white
paper. (Refer to Coastal Resources Commission
Rule 7j.0203 for a detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are
acceptable only if an adequate number of quality
copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that
agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency
personnel unfamiliar with the area to the site.
Include highway or secondary road (SR)
numbers, landmarks, and the like.
Revised 03/95
Form DCN1-!11P-1
• A Stormwater Certification, if one is necessary.
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. Upon
signing this form, the applicant further certifies
that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
• A check for $400 made payable to the
Department of Environment, Health and Natural
Resources (DEHNR) to cover the costs of
processing the application.
• A signed hazard notice for all projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the
North Carolina Environmental Policy Act.
6. CERTIFICATION AND PERMISSION TO
ENTER ON LAND
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 conditions and restrictions contained in
the permit.
I certify that to the best_of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
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.
This is the day of , 20-
Print Name Stet. r-ling Cheatham
( it Mager,
Signature • 244
. Landowner or Authorized Agent
Please indicate attachments pertaining to your
proposed project.
DCM MP-2 Excavation and Fill
Information
_X_ DCM MP-3 Upland Development
DCM MP-4 Structures Information
_X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Q H V E-11,
MAY 16 2003 JLJ
DIVISION 01=
COASTAL f\iANAGEMENT
Revised 03/95
Form DC^1-A1P,3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Type and number of building, facilities, units or
structures proposed Bridges and roadway only
b. Number of lots or parcels N/A
c. Density (give the number of residential units and
the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 0.94 acres
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. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Yes No
If yes, date submitted N/A
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved
surfaces.
asphalt surface ourcP ov r cored slab units
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of
an Outstanding resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
68% (project average)
h. Projects that require a CAMA Major
Development Permit may also require a
stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted
1. Describe proposed. method of sewage disposal
j. Have the facilities described in Item i. Above
received state or local approval? local aR royal
(Attach appropriate documentation)
Describe location and type of proposed
discharges to waters of the state (for example,
surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and
residential discharges).
limited surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public Water System
m. Will water be impounded? Yes X No
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Greenville Loop Road Bridge
Applicant or Project Name
//S;
i natur
r1.-?/'G
Datep
MAY 16 2003
DIVISION OF trr
COASTAL tJiANh? .-
Revised 03/95
Form DCN1-MP-5
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 which relate to this
proposed project.
1. BRIDGES
a. Liblic X Private
b. Type of bridge (construction material)
Cored slab bridge on steel piles
c. Waterbody to be crossed by bridge
Riley's Branch
d. Water depth at the proposed crossing at MLW or
NWL -2.0
Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Height of existing bridge above the MHW or
NWL
(4) Will all or a part of the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
X Yes No
If yes,
(1) Length of existing culvert 40' (2) 3611 CMP
(2) Width of existing culvert 10'
Height of the top of the existing culvert above
the MHW or NWL submerged at lunar high
tide
Revised 11/94
(4) Will all or a part of the existing culvert be
removed? (Explain) Two of the three 36"
CMPs will be removed to build the bridge
A imra one wni ne removed to enable
waterline relocation.
g. Length of proposed bridge 50'
h. Width of the proposed bridge 57'
i. Height of proposed bridge above the MHW or NWL
26
j. Height of proposed bridge above wetlands
4'
k. Will the proposed bridge affect existing water flow?
X Yes No
If yes, explain Improve hydraulic movement,
relieving existing constrictions through small
pine
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain Improve opening to facilitate
navigable access by small canoes/kayaks
m. Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If yes, explain Limited navigability based on tidal
fluctuations
n. Have you contacted the U.S. Coast Guard?
Yes X No
If yes, lease ro?e ?/-,t! n.
`?
ED
V. AY 1 6 2003
DIVIS101\41 Cr
C0ASTAL IVIP-i'?;-
form DCAt-NIP-5
2. CULVERTS
a. Type of culvert (construction material, style)
N/A
b. Waterbody in which culvert is to be placed
N/A
c. Will proposed culvert replace an existing bridge N/A
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Height of existing bridge above the MHW or
NWL
(4) Will all or a part of the existing bridge be
removed? (Explain)
d. Will proposed culvert replace an existing culvert?
Yes No N/A
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MHW or NWL
(4) Will all or a part of the existing culvert be
removed? (Explain)
e. Length of proposed culvert N/A
f. Width of proposed culvert N/A
g. Height of the top of the proposed culvert above the
MHW or NWL N/A
h. Number of culverts proposed N/A
i. Will the proposed culvert affect existing water flow?
Yes No N/A
If yes, explain
Revised 11194
Will the proposed culvert affect existing navigation?
Yes No N/A
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 150'
(2) Width of area to be excavated 12'
(3) Depth of area to be excavated 2' average-
(4) Amount of material to be excavated in cubic
yards 133 CY
b. Will the placement of the proposed bridge or culvert
require any excavation within:
X Coastal Wetlands_SAV's -Other Wetlands
If yes,
(1) Length of area to be excavated 401*, 30**
(2) Width of area to be excavated _12'
(3) Amount of material to be excavated in cubic
yards- 71 C:Y
*20'@ Each End Bent **Elevated travel lanes, no fill
perse, wetland "shading"
Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 52'
(2) Width of area to be excavated 24'
(3) Amount of material to be excavated in cubic
yards fig CY
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Off-site haul
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
Yes X No
Ino, ?attach'a Ileti gjrn ission from
ih?e wr er:
L MAY 16 2003 ?
Form DC.N9-Nil'-5
(4) Will the disposal area be available for future
maintenance? _X-Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAV's, or other wetlands?
Yes X No
If yes, give dimensions if different from No 2
above
(o) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No.2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill, (other than excavated material
k ? 0x:(a in Item a above) to be placed below MHW
or i ? WL? X Yes No
If yes,
(1) Length of area to be filled 150'(75' each side of channel)
(2) Width of area to be filled 12'
(3) Purpose of fill Riprap bank stabilization
Will the placement of the proposed bridge or culvert
result in any fill, (other than excavated material
described in Item b above) to be placed within:
X+Coastal Wetlands _SAV's-Other Wetlands
If yes,
(1) Length of area to be filled 30'*
(2) Width of area to be filled varies
(3) Purpose of fill road widening fill slopes
*15' ® each side of channel
g. Will the placement of the proposed bridge or culvert
result in any fill, (other than excavated material
described in Item c above) to be placed on
highground? _X_Yes No
If yes,
(1) Length of area to be filled _52'
(2) Width of area to be filled 24'
(3) Purpose of fill ennerete apprnarh clah to hririor
4. GENERAL
a. Will the proposed project involve any mitigation?
-X Yes No
If yes, explain in detail Creation of an additional
2,200 SF of wetlands by "opening up" the
channel with bridge construction and elimination
of culverts.
b. Will the proposed project require the relocation of any
existing utility lines? X Yes No
If yes, explain in detail Water main will be
relocated by hanging on bridge in lieu of
doreetinnal hnre thrnugh march
c. Will the proposed project require the construction of
any temporary detour structures? Yes XNo
If yes, explain in detail
d.
Will the proposed project require any work
channels? -Yes X No
If yes, explain in detail
e. How will excavated or fill material be kept on site and
erosion controlled? Material will be hauled off. Silt
fence and construction sequencing will minimize
erosion.
f. What type of construction will be used (for example
dragline, backhoe, or hydraulic dredge)? Backhoe,
pile driver, road grader
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail Riprap bank stabilization
from end bents to -3.5 in channel
Applicant/Project Name Greenville Loop Road Bridge
Signature
Date 7 33
I
MAY 16 2nm
Revised 11194
C?bl lb;'1hh?? 1b:4b b14?h1 WK viuK5UN
Form DCA1-Nip-1
PAGE 0
APPLICATION
(To be completed by all applicants)
1. APPLICANT d. Is proposed work within city limits or planning
jurisdiction?
a. Landowner: --- Yes No
Name 1Y of Wilmington
Address Post Office Box 1810
City
Wilmin on North Carolina
Zip.28401 Day Phone
Fax [phone]
b. Authorized Agent: Landowner in care of -
Name Dave Ma es/Stormwater Services
Address Post Office Box 1810
City Wilmington, North Carolina
e. Name of body of water nearest project (e.g.,
river, creek, sound, bay)
Riley's Branch
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you propose (e.g.,
building a home, motel, marina, bulkhead, pier,
and excavation and/or filling activities.
Construction of a bridite to replace existing
culverts which are in )or condition
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
Zip 28401
Fax [phone] - ) 4W7
c. Project name (if any) Greenville Loop Road
Bridge
NOTE: Permit will be issued in name of
landowner(s) and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County- Ns-w-H-noue
b. City, town, community or landmark
Wilmington
c. Street address or secondary road number
SR 1121
c. Will the project be for public, private, or
commercial use? P„hlir ucp
d. Give a brief description of purpose, use, methods
of construction, and daily operations of proposed
project. If more space is needed, please attach
additional pages.
will be driven not 'etted in. Work will be on
matts where needed.
Revised 03/95
CHECKED BY,
ASSUMED LIVE LOAD • HS 20 OR ALTERNATE LOADING.
FOR OTHER DESIGN DATA AND GENERAL NCTES,SEE SHEET SN.
THIS BRIDGE HAS BEEN DESIGNED BY THE STRENGTH DESIGN METHOD AS SPECIFIED IN AASHTO STANDARD SPECIFICATIONS.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REWIREMENTS OF THE STANDARD SPECIFICATIONS FOR SEISMIC
DESIGN OF HIGHWAY BRIDGES FOR SEISMIC PERFORMANCE CATEGORY A
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PUNS.
THIS STRUCTURE CCN7A/NS THE NECESSARY CORROSION PROTECTION REWIRED FOR A CORROSIVE SITE.
CLASS AA CONCRETE SHALL BE USED IN ALL CA5T-IN-PLACE END BENT CAPS AND SHALL CONTAIN CALCIUM
NITRITE CORROSION INHIBITOR. FOR CALCIUM NITRITE CORROSION INHIBITOR, SEE SPECIAL PROVISINS.
ALL BAR SUPPORTS USED IN THE PARAPET AND END BENT CAPS AND AL INCIDENTAL REINFORCING STEEL SHALL
BE EPOXY COATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
ALL METALLIZED SURFACES SHALL RECEIVE A SEAL COATING AS SPECIFIED IN THE SPECIAL PROVISION FOR THERMAL SPRAYED COATINGS
IMETALLIZATICNL
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
FOR FASEWORK AND FORMWORK. SEE SPECIAL PROVISIONS.
57A-0"
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FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVIS;Qj.- ° 11 ?`
LOCATION SKETCH
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/ D.B. 1362, PG 1723 AND ANNETTE MARIA COLEY
D.B. 3447, PG 13p
~ / ~

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PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE 909 MARKET STREET
MAG 1"=20' DRAWN BY PROJECT DATE WILMINGTON, NC 28401 APPROVALS DATE CITY OF WILMINGTON CAMA IMPACT PLAN
BWC 03/25/03 [phone]
DICKSCN BIDDING DATE APPROVED BY PROJECT NUMBER 102 NORTH THIRD STREET GREENVILLE LOOP ROAD BRIDGE
MAG 202171 DIAL Atlanta, GA Hickory, NC REV. NO. DESCRIPTION DAT FILE NAME PLOT DATE Engineers - Planners • Surveyors Charlotte, NC Raleigh, NC CONSTRUCTION DATE AT RILEY'S BRANCH
E Landscape Architects Columbia, SC Wilmington, NC ~~r Y Y REVISIONS 2021730-PER IT RECORD DWG. DATE WILMINGTON, NORTH CAROLINA WILMINGTON. NEW HANOVER COUNTY ~ r Noen+ cueouNn

LEGEND ~ ~a~~ "vc
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PROP. 8" / _ - - - -~$~DO~D 12 DIP WL BETWEEN ~ o ~ N CL 350 '/MJ B D / ~ -s- - ~
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.Y 1 ~ / 4" 10"PINE I I I ~ I I / / / \ \ ~ ~ / / A W / ~ r 3 ~ 1 //ry \ / BIKE LAN ~ E S ~ I ~ E LAN ~ EAST END ~ ~ , , -6'
1"FIOLL l ~ 1a"cwRESS i / ~ ~ / ~ / ~ I ~ ~ ~ I ~ ~ / i ~ f I I ~ /
Y O , 4 L 4"HOLLY I I / ~ ~ 2z°PIN~ T CAP SAND D ~ / ' 1 ~
_ - .*~f~ ~ a ~ I III ET N PRO SEO WETLAND IMPACT WETLAND IMPACT
12 PI \ 8 L E 8
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P 1!' ~ V -2.43 ~ / I WETLAND IMPACT f 1 (L AND RT
r / I 563 F
"PIN tip/ PIN / / TERMINATI0~1 POINT OF
WEST END AND IMPACT ` / BIKE LANES WETL ~ ~ l
~r, l i 358 SF
y / I DIREC110NAL BORE RELOCATE FORCE MAIN I N ~ N/F JESSIE E. COLEY, JR
/ ~ f ~ SANDFIDDLER POINTE I
~ ~ HOMEOWNERS ASSOgATION, INC. I 0 D.& 130$ PG 1723 ANNETTE MARIA COLEY D.& 3417, PG ilfi
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PROJECT MANAGER DRAWING SCALE 909 MARKET STREET~~ FOR DAZE MAG 1"=20' WILMINGTON, NC 28401 CITY OF WILMINGTON CAMA IMPACT PLAN ~
DRAWN BY PROJECT DALE 910 782-4200 APPROVALS DATE AftkWK BWC 03/25/03 BIDDING DATE GREENVILLE LOOP ROAD BRIDGE
102 NORTH THIRD STREET AT RILEY'S BRANCH
APPROVED BY PROJECT NUMBER DICKSON Atlanta, GA Hickory, NC
FORCE MAIN RELOCATION AFETY ISSUES 7/7/03 MNH 202172OWL Engineers • Planners " Surveyors Charlotte, NC Raleigh, NC CONSTRUCTION DATE REV, NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Columbia, SC Mmington, NC WILMINGTON, NORTH r'AROUNA WILMINGTON. NEW HANOVER COUNTY ~ Nortn+ cusouNA
2021730-BAS REMTC-!) DWG. DATE REVISIONS