20041580 Ver 1_Complete File_20040927

S

\NA Michael F. Easley, Governor
o?0 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
r Alan W. Klimek, P.E. Director
> Division of Water Quality
.? Coleen H. Sullins, Deputy Director
Division of Water Quality

November 10, 2004
Perquimans County
DWQ Project No. 041580
TIP B-4225
APPROVAL of 401 Water Quality Certification
Dr. Gregory J. Thorpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in
1,610 square feet (0.037 acres) of wetlands and to remove 2,500 square feet (0.057 acres) of wetland fill for the
purpose of replacing Bridge No. 67 (Mill Creek Bridge) on SR 1226. The project shall be constructed in accordance
with your application dated 6 September 2004 (received 22 Septembe2004). After reviewing your application, we
have decided that this fill is covered by General Water Quality Certifi ation Number 3404. This certification
corresponds to the Nationwide Permit 14 issued by the Corps of Engineers. In addition, you should acquire any
other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying 404 permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
2.) The post-construction removal of any temporary bridge structures will need to return the project site to its
preconstruction contours and elevations. The revegetation of the impacted areas with appropriate native species
may also be necessary.
3.) If the old bridge is removed, no discharge of bridge material into surface waters is preferred. Strict adherence
the Corps of Engineers guidelines for bridge demolition will be a condition of the 401 Water Quality
Certification.
4.) No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened
5.) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
F wATF Michael F. Easley, Governor
R William G. Ross Jr., Secretary
'
`O'CR' QG North Carolina Department of Environment and Natural Resources
Cp 7 Alan W. Klimek, P.E. Director
O `C
6.) The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
7.) Any riprap used must not.interfere with thalweg performance and aquatic life passage during low flow
conditions.
8.) Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
9.) All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
10.) All work shall be performed during low or normal flow conditions.
11.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
12.) The NCDOT will need to adhere to all appropriate in-water work moratoriums (including the use of pile driving
or vibration techniques) prescribed by the NC Wildlife Resourc6s Commission, the US Fish and Wildlife
Service, and National Marine Fisheries Service. \
13.) No in-water work is permitted between February 15`s and September 30th of any year, without prior approval
from the NC Division of Water Quality and the NC Wildlife Resources Commission. In addition, NCDOT
shall conform with the NCDOT policy entitled "Stream Crossing Guidelines for Anadromous Fish Passage
(May 12, 1997) at all times.
14.) A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on-site project manager.
15.) The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by orange fabric fencing prior to any land disturbing activities. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification.
16.) There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or
stream, compensatory mitigation will be required since it is a direct impact from road construction activities.
17.) The NCDOT shall strictly adhere to sediment and erosion control Best Management Practices as described for
High Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0024) throughout
design and construction of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
T

Ao? W A r?Rp?
r
O <
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. Ifyou
have any questions, please contact Nicole Thomson at 919-715-3415.
nce ly,
Alan :Klimek, P.E.
Attachments
cc: Wilmington District US Army Corps of Engineers
Mr. Bill Biddlecome, US Army Corps of Engineers Washington Field Office
Mr. Mike Thomas, DWQ Washington Regional Office
Mr. Anthony Roper, P.E., Division 1 Engineer, 113 Airport Dr., Suite 100, Edenton, NC 27932
Mr. Clay Willis, Division 1 Environmental Officer, 113 Airport Dr., Suite 100, Edenton, NC 27932
File Copy
Central Files
c:\Correspondence\DWQ041580\NW 14 CAMA.doc
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
I
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
September 9, 2004
MEMORANDUM:
041590,
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
WETLANDS / 401 GROUP
SEP 2 ? ?_004
WATER QUALITY SECTION
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Department of Transportation, TIP B-4225
Project Location: SR 1220 at Mill Creek Bridge, southeast of Town of Winfall
Proposed Project: Replace Bridge No. 67
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by September 30, 2004 to 1638 Mail Service Center, Raleigh, NC 27699-1638. If you have
any questions regarding the proposed project, please contact Lynn Mathis at [phone].
When appropriate, in-depth comments with supporting data are 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
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
rr
0
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation: TIP B-4225
2. LOCATION OF PROJECT SITE: SR 1220 at Mill Creek Bridge, southeast of the Town of Winfall, Perquimans
County, North Carolina.
Photo Index - No photographs available show the project site.
State Plane Coordinates - X: 907100 Y: 2 753 100
3. INVESTIGATION TYPE: CAMA and Dredge & Fill 041580
4. INVESTIGATIVE PROCEDURE: Date of Site Visit- August 11, 2004
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - August 24, 2004
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge
Planned - Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A 2J
7. HABITAT DESCRIPTION: [AREA] b?
EXCAVATED FILLED
(A) Vegetated Wetlands: 1610sf`
(B) Non-Vegetated Wetlands
(C) Other: High Ground 3,685sf 27,705sf
(D) Total Area Disturbed: 33,000sf (0.75 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: NCDOT proposes to replace Bridge No. 67 on SR 1220, a narrow two-lane bridge in the
Town of Winfall, in Perquimans County, North Carolina.
NCDOT
TIP No. B-4225
September 6, 2004
Page 2
PROJECT SETTING
Mill Creek Bridge (Bridge No. 67) is located along State Road 1220, northeast of the Town of
Winfall, in Perquimans County. The bridge is situated at the approximate midway point between
Winfall and the NCDOT Maintenance Facility at US 17, and is the only bridge along this section of
SR 1220. Waters in this area are classified as inland by agreement between the Marine Fisheries
Commission and Wildlife Resource Commission. The Division of Environmental Management's
water quality classification for the Perquimans and its tributaries is SC (fish propagation). Mill
Creek is a tributary of the Perquimans River, which feeds into the Albemarle Sound, and falls within
the Public Trust Area of Environmental Concern (AEC). The creek is subject to a February 15th to
September 1st moratorium for Anadromous Fish. Visual inspection of the site indicated a high
amount of aquatic activity near the bridge.
Mill Creek Bridge is an aging narrow bridge constructed in 1924 under State Project No. 180,
through a swamp. The construction included the creation of a raised fill road and bridge approach.
The clearance under the bridge is approximately 75, and the span is 32'. The existing bridge is a
concrete cast single span with a bituminous surface, sitting on deck girders over reinforced
concrete abutments. There is no riprap in or around the creek or the existing bridge. The Water
depths at the bridge are approximately 4.5', and appear to be absent of any submerged aquatic
vegetation. A bottomland hardwood swamp extends out from the creek with the exception of the
existing bridge approach and two residences approximately 100' west and northwest of the bridge
approach.
While there is no known archeological site within the project area, there are a number throughout
the county. Sites Pq 50, Pq 51 and Pq 51a are located approximately 2 miles from Mill Creek
Bridge, adjacent to the Perquimans River (See Enclosed USGS Map). There are no known unique
geological formations associated with this site.
PROJECT DESCRIPTION
The North Carolina Department of Transportation (NCDOT) proposes to replace Mill Creek Bridge
with a longer and wider structure to accommodate traffic needs in the area. The existing bridge is
narrow and does not allow for the safe passage of two vehicles at the same time, stopping traffic
short of the bridge to allow the passage of a single lane of traffic.
According to the application demolition of the existing bridge will be in compliance with the NCDOT
Best Management Practices (BMP) Manual. No demolition debris will be placed in water for later
removal.
The existing bridge dimensions of 32' x 20' will be expanded to 102' x 42'. The grade under the
bridge will be cut and widened to increase flow under the new structure, and reduce the possibility
of flooding during severe storm events. The increased clear area under the bridge will not include
widening the actual creek. The cut area under the proposed bridge totals approximately 335 x 55'

4
NCDOT
TIP No. B-4225
September 6, 2004
Page 3
on each side of the creek for a total of 3,685sf, resulting in the removal of approximately 2,500sf of
wetland fill placed when the original bridge was constructed in 1924. Neither the plans nor the
application indicate that the removal of the fill under the bridge is proposed for mitigation or wetland
restoration.
Construction of the new bridge will include the installation of two end bents, and two interior bents
under the bridge, The interior bents will be placed approximately 26' from the end bents and 50'
apart, straddling Mill Creek, 10' to 12' landward of normal water level. The written description in
the application indicates that the two interior bents will be placed in water, but the plans submitted
indicate that the landward location will be used. Pilings for the bents will be driven to a minimum
bearing capacity of 45 tons each. Class II riprap will be placed around the end bents at widths
varying from 10' to 20', depending on the severity of the adjacent slope, for erosion control. No
riprap is proposed for the interior bents. Two funnel drains will be installed on the east side of the
bridges eastern most end bent. ???
a
Widening the bridge will necessitat widening the bridge approach, and result in the filling of
approximately 1,610 square feet (0. 9 Acres) of non-coastal wetlands. There are no Coastal
Wetlands within the project area. It is also important to note that no portion of the new construction
will be placed waterward of normal water level.
A letter requesting that the Ecosystem Enhancement Program (EEP) provide mitigation for the
wetland fill as a part of this project is forthcoming, The total area of disturbance including wetland
fill is estimated to be 33,000sf (0.75 Acres).
ANTICIPATED INPACTS
The project, as proposed, will not involve any construction within Mill Creek. The only work to be
preformed within the creek will be the removal of two reinforced concrete abutments.
Approximately 1610 square feet of non-coastal wetlands will be filled in association with the new,
wider, bridge. In addition to expanding the width of the bridge the bridge will be longer, spanning
approximately 100'.
The plans include removing old dirt fill, approximately 33.5' on each side of the creek (3,685 square
feet), to increase the opening under the bridge. By opening the area under the bridge upstream
back flow during severe storm events will be reduced,
Based on the drawing there will be no erosion control structure placed along the shoreline once the
old concrete abutments have been removed. However, the application states that the work shall
comply with the NCDOT BMP Manual.
The expansion of the bridge will help alleviate traffic problems at the bridge. The narrow bridge is
not able to accommodate two-lane traffic for large vehicles, and trucks.
1
NCDOT
TIP No. B-4225
September 6, 2004
Page 4
It is anticipated that there will be temporary localized turbidity within Mill Creek during demolition of
the existing bridge.
There should be no long-term negative impact resulting from the construction of this bridge.
Submitted By: Lynn W. Mathis
Date: September 6, 2004
V
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ii ( pp I Ir?p ) r
STATE OF NORTH CAP<t. i'
DEPARTMENT OF TRAN;:. ` ?? , A.TfON
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
July 28, 2004
Lynn Mathis
Division of Coastal Managennent
1367 U.S. 17 South
Elizabeth City, NC 2790,9
Dear Ms. Mathis,
%h11 ?-t 0,i= ?w ??-r..?d>L n ?l? CPC ? ^ i5
67_13 &E:V&e..57- Be ZZ67,% ";7rz
-) /7
The NCDOT requests a ?:'AMAtor ,;, < eta ?. t o t? ge in
Perquimans County, NC. I.he bridge is located on Sl<. ; t,l;ra , imately 0.75 miles
southeast of Winfall. Bridge # 57 spans Mill creek th.:, into !iio Perquimans River
approximately 1.5 miles downstream of the bridge. M, !± cek is cl:<ssified as "SC"
waters by the Division of Water Quality. This portion, is considered to be an
anadramous fish spawri'llg ar::a. The proposed bridge. _ :. any: ict?aing 102 feet in
length. This bridge wil ni.° .s..< 70 feet longer and 2(` the existing
structure. As a result of lengthening the bridge, apprc : , 25.!) square feet (0.05
acres) of existing wetiand fill Nvi li be removed and the t on restored to the
surrounding wetland elevati"o i. "fhe shoulders along t:':: ;, ;;,?,;:,; c rhes will be filled
to accommodate the propos; ., -N,idening of the bridge. ioulder fill that will
impact 0.04 acres ot'wcilands. Enclosed are permit ap;:J' ,,- forrns, plan sheets, a
vicinity map of the project area, and landowner conta, ., r c,arci: If you have questions
please do not hesitate to c<:+'i ,-ne at [phone].
Cc: Chuck Brown,
Sincerel
Anthon.. '
??s?on Once
Clay "'VI
Division One

113 Airport Dr.. Su:.: :Ur e. r:;n NC' 27932 - Phon:: - a<: t252} 482-8722
Form DCM-MP-1
1. APPLICANT
a. Landowner:
Name N C. Department of Transportation
Address 113 Airport Road
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Clay Willis. Environmental Officer
Address 113 Airport Road
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
c. Project name (if any) B-4225;
Bridge # 67 replacement over Mill Creek
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pe:quimans _
b. City, town, community or landmark
Winfall
;.... ... ?-.. _.? ,-.. .. fin, ?? ? ....
AU G 0 2C ,:
c. Street address or secondary f6' d nurriber_ ,
SR 1220
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
crec-k, sound, bay) Mill Creek
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.
BRccrylr,3ce Bridge# 67 on the existing alignment
b. Is t!-? proposed activity maintenance of an existing
pro" e-. t, new work, or both? maintenance
c. Wi'l the project be for public, private or commercial
use? public
d. Give a brief description of purpose, use, methods of
constmction and daily operations of proposed project.
It' r,.-!ore space is needed, please attach additional
pa.P,os. The purpose of this project is to maintain
t1,c, ,i idae crossing over Mill Creek. The existing
br,idl a is deteriorating and needs to be replaced.
This work will be accomplished by removing the
cyltl ?l?ridge in sections with a crane. The new
c:aerete cored slab bridge will be placed on steel
4111" files. These piles will be driven with a
.^iimi-itory hammer. There will be to in-water bents
nrxd! two end bents that will support 3 cored slab
4. AND VVATER
a. t entire tract the area is approximately 300
e; . t - 60 feet. ik_rludes paved roadway surface.
b. `> indivicu,'. lut(s) N/A
c, ? :: n :;:i?.rate ele -:!lion of tract above MHW or NWL
e
f
Revised 03/95
d. Soil type(s) and texture(s) of tract
(CO) Chowan silt loam; (StA) State loamy sand
e. Vegetation on tract various roadside grasses such
as panic grass, fescue beggar tick, and red clover.
The adiacent swamp is a Cypress-Gum swamp
community
f. Man-made features now on tract SR 1220 and the
bridge structure
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use 1. lair)
Conservation
Developed
Rural
Transitional
Community
X Other
h. How is the tract zoned by local government?
NCDOT right-of-way
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applic•abie)
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 propcrty?
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other _ X _
If yes, has a delineation been conducted? Y
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of dischar,ges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commerciai effluent, "wash
down" and residential discharges.) Runoff from
bridge deck and road surface.
5. ADDITIONAL INFORMATION
In ad.,, h Lon to the completed application form, the
followins, items must be submitted:
• A cc pi, of the deed (with state application only) or
other : istrument tinder which the applicant claims title
to ti-.e affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a :-f the dee! or other instrument under which the
ovv:. _ i -2 laims tit'.e, plus written permission from the
owner to carry out the project.
• Are i?.,cairate, dated work plat (including plan view
and c_oss-sectional drawings) drawn to scale in black
ink ar. 3 1/2" ',-y 11" white paper. (Refer to Coastal
Re,c.r__s Conmm}ssion Rule 7J.0203 for a detailed
des::: lcm.)
P4: c ?°,ote that original drawings are preferred and
or'il ' ;y duality copies will be accepted. Blue-line
prim ? -r other lar.a,er plats are acceptable only if an
adc<?.: < to number of duality copies are provided by
apt;!: ult. (Contact the U.S. Army Corps of Engineers
reg i-; i' i a that agency's use of larger drawings.) A site
or 'ovation map is a part of plat requirements and it
most [>e sufficiently detailed to guide agency personnel
uniar,;iar with the area to the site. Include highway or
sec?"r ctary road (SR) numbers, landmarks, and the like.
•A ,)rater Cte rtitication, if one is necessary.
•A the navies and complete addresses of the
auj.O, s:t waterfront (riparian) landowners and
sis ct:ca return receipts as proof that such owners
hs.,• : !oeived a copy of the application and plats by
ec -c1 mail. Such landowners must be advised that
thv-r 30 clays in which to submit comments on the
prc, -,,.,d project to the Division of Coastal
_:.::n.ent. Upon sigming this form, the applicant
fL. ',-• rti`ies tl:ut such notice has been provided.
Haroi und Joyce Higginbotham
j-1+. ... .. Z?6 A g-_;'-nS lid
f>l Ilert.foid, NC 1-794.4
N.
a,.. P.Q. a;)zy 15, Hertford NC 27944
D
o. Describe existing drinking waver supply source.
None
Form DCM-MP-1
I
• A list of previous state or federal permits issued for
work on the project tract. Include pennit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for 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 re: ponse to this
application will allow only the development described in
the application. The project will be subject io conditions
and restrictions contained in the permit.
I certify that to the best of my 11-nov.ledge, 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 grog ram.
I certify that I am authorized to grant, and do ium fact, grant
permission to representatives of state and federal review
agencies to enter on the aforeme:mtioned lands in
connection with evaluating infoniiation related to this
permit application and follow-up rnonitoring of the
proj ect.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is ':i:-,A day of 12004.
Print i.>..ne Clay W;llis
sigill-
Landowner Auttraizect.Age?it
Please indicate attachments pertaining to your proposed
proj eQ:..
` MP-2
"t _A111 NIP-3
- 1-; :':vi MP-4
X_ !.:^i:'11 MP-5
Ai MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOT?.? Nease sign and date each attachment in the
i pace provided at the bottom of each form.

Revised 03/95
Form DCM-MP-5
? BRIDGES AND
CULVERTS
Attach this form9 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.
1. BRIDGES
a. Public X Private
i. Height of proposed bridge above wetlands N/A
j. Will the proposed bridge affect existing water flow?
X Yes No
If yes, explain The extension of the bridge will
allow the floodplain to function more and
decrease upstream backwater flow during high
flow events.
b. Type of bridge (construction material)
concrete
c. Water body to be crossed by bridge
Mill Creek
d. Water depth at the proposed crossing at MLW or
NWL 4'-6'
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 32
(2) Width of existing bridge 20'
(3) Navigation clearance underneath existing
bridge 9'
(4) Will all, or a part of, the existing bridge be
removed? (Explain) All will be removed
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge 102'
h. Width of proposed bridge 42'
k. Navigation clearance underneath proposed bridge
10'
Will the proposed bridge
reducing or increasing the
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
if yes, please provide record of their action.
2. CULVERTS N/A
a. Water body in which culvert is to be placed
b. Number of culverts pr posed
c. Type of culvert (const ction material, style)
d. Will proposed culvert #lace an existing bridge?
affect navigation by
existing navigable
Revised 03/95
Form DCM-MP-5
Yes No _ Coastal Wetlands - SAVs _ Other Wetlands t
if yes, If yes,
(1) Length of existing bri e (1) Length of area to be excavated
(2) Width of existing bride (2) Width of area to be excavated
(3) Navigation clearanc underneath existing (3) Amount of material to be excavated in cubic
bridge yards
(4) Will all, or a part of the existing bridge be
removed? (Explain) c. Will the placement of the proposed bridge or culvert
require any highground excavation?
e. Will proposed culvert replac an existing culvert? X Yes No
Yes No If yes,
if yes, (1) Length of area to be excavated 67 ft
(1) Length of existing cul ert (2) Width of area to be excavated 55 ft
(2) Width of existing cul ert (3) Amount of material to be excavated in cubic
(3) Height of the top of t e existing culvert above yards 682 yd"3
the MHW or NWL (Uwoc-UL ?xis1rr?? ?3lcot-r)
(4) Will all, or a part o , the existing culvert be d. If the placement of the bridge or culvert involves
removed? (Explain) any excavation, please complete the following:
(1) Location of the spoil disposal area
NCDOT Approved waste area site
f. Length of proposed culvert (2) Dimensions of spoil disposal area
WluJ{? 6A raj
g. Width of proposed culvert (3) Do you claim title to the disposal area?
X Yes No
h. Height of the top of the p posed culvert above the If no, attach a letter granting permission from
MHW or NWL the owner.
(4) Will the disposal area be available for future
i. Will the proposed culvert a fect existing water flow? maintenance? X Yes No
Yes No (5) Does the disposal area include any coastal
If yes, explain wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
j. Will the proposed culvert affect existing navigation above. tjjll
potential? Yes No (6) Does the disposal area include any area below
If yes, explain the MHW or NWL? Yes X No
y If yes, give dimension if different from No. 2
above.
3. EXCAVATION AND FILL e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
a. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed below
require any excavation below the MHW or NWL? MHW or NWL? Yes X No
Yes X No If yes,
If yes, (1) Length of area to be filled
(1) Length of area to be excavated (2) Width of area to be filled
(2) Width of area to be excavated (3) Purpose of fill
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
b. Will the placement of the proposed bridge or culvert described in Item d. above) to be placed within: Y
require any excavation within: NONE
Revised 03/95
Form DCM-MP-5
n Coastal Wetlands n SAVs Y Other
Wetlands If yes,
(1) Length of area to be filled "180 ft. g
(2) Width of area to be filled - 5 to 15 ft.
(3) Purpose of fill Bridge approach widenine
and abutment protection
CI [: to - r pci?' V 4,M-5)
g. 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
highground? X Yes No
If yes,
(1) Length of area to be filled 40 feet
(2) Width of area to be filled 15 feet
(3) Purpose of fill rip placement for abutment
protection
4. GENERAL
a. Will the proposed project involve any mitigation?
_& Yes No
If yes, explain in detail Paz cL?n G,'vtLt-, Q
b. Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail A waterline on the
southside of the road will need to be relocated. It
currently is attached to the bridge structure.
c. Will the proposed project require the construction of
any temporary detour structures?
Yes x No
if yes, explain in detail
d. Will the proposed project require any work
channels? Yes x No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Using NC DOT Best
Management Practices and guidlelines for
sediment and erosion control.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? crane, pile hammer, boom truck,
excavator, dump trucks,
backhoe
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?
Yes x No
Revised 03/95
P

DCM % DWQ %
Development Type FEE 14300'16011433100093 1825 8253 243001502 435100045 2341
1. Private, non-oommardai
development that dose not involve 5250 100%(S250) 0%(50)
the fling or excavation of any
wetlands or open water sreaa:
II. Public or commercial development
that does not involve the filling or $400 100% (5400) 0% (SO)
excavation of any wetlands or open
water areal:
Ill. For development that involves the
BIBng snd/or excavation of up to 1
acre of wetlands andfor open water
areas, determine If A, B, C, Of D
below appIlar
llllA). For Private,non-commerdal
development, if General water Quality $250 100% (5250) 090 (SO)
Cartltlatlon No-3301 (see attached)
can be applied:
m(a): For public or commercial
development, K General water Quality $400 100%($400) 0%($0)
Certltiatlon No-33011 (sea attached)
can be applied:
III(C? if General Water Quality
CerUfiatlon No. 3301 (see attached)
could be opplled, but DCM staff
determined that additional review and
$400 80%($240) 40%($160)
Written DWQ concurrence is needed
because of concerns rotated to water
quality or squstlc Ilfa:
I D). If General Water Quality
edification No. 3301 (see attached)
5400 809. (5240) 40'/. (5180)
n not be applied:
IV. Fordevelopmbn atlnvotves
the filling and/or axcavatlon or more 5475 60%($286) 40% (5190)
than one sere of wetlands and/or
open water areas:
3 33-'(v
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