20090849 Ver 1_Information Letter_20091029

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NDENR 2 y joo9 ?U
North Carolina Department of Environment and Natural Resources
Division of Coastal klanagement
Beverly Eaves Perdue James H. Gregson Dee r an
Governor Director Secretan;
October 27, 2009
MEMORANDUM: I Se F,/ fu DCM
/
TO:. John Hennessy
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC DOT / B-4428 (Bridge No. 140)
Location: The project site is located at Railroad Bed Road, SR 1626 over Albemarle
Canal, Beaufort County.
Proposed Project: The applicant is proposing to replace the existing 116' long timber bridge with
a new 130' long cored slab concrete bridge and associated infrastructure.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/17/2009. If you have any questions regarding the proposed project, please contact
Stephen Lane 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
400 Commerce Ave., ore ea y,
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaoement.net
An Equal Opponunily 1 Affirmative Acllon Employer
VorthCarolina
Naturallil
IMIJUll r11t;:111uL rVC Jc:11auU1U
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016D24351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250)
.
0%($0)
II. Public or commercial
development that does not involve
-
the filling or excavation of any, -
wetlands or open water areas: $400 - 100%($400) 0%($0)
Ill. 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, It General Watei - ,
Quality Certification No. 3490 -
(See attached) can be applied:-.:, $400 .100% ($400).. O% ($O)
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 quallty or aquatic life: .$400 -- 60% ($240)
.
40%($160)
III D).'..:. ... ,. ..
( If General Water Quaii .. ,. .
Certification No. 3490 (see - - - -
attached) cannot be applie : $400 60%($240) 40%($160)
.
IV. Development that Involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($265) 40% ($190)
Check -4 ?an?j7r? (L
Amount 00 1 b C)
Project
Name
DIVISION OF COASTAL MANAGE_N ENT
FIELD INVESTIGATIO\ REPORT
i. AFPLIC,I_NT'S NAME: `:o-h Carolina Department of ransportation
LOCATICi OF PROJECT SITE: The project is located on SR1626 over Albemarle Canal at Br:d?e
No. 140 in Eeaufott County.
Photo Incle:c - 2006: N/A 2000: N/A
State Plane Coordinates - X: 2,691,696 Y: 695,420
Latitude: 35°38'19" Longitude: 76'40'19"
3. INVESTIGATION TYPE: CA_'vIA
4. INVESTIGATIVE PROCEDURE: Date of Site Visits -September 10, 2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete: October 13, 2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plans - Beaufort County
Land Classification From LUP - Rural With Services/Conservation
(B) AEC(s) Involved: PTW, PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bridge for public use
Planned - Bridge for public use
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Open Water 130 sf Existing Shading 1,755 sf
Additional Shading 195 sf
(B) High Ground Disturbed by project 39,252 sf
(D) Total Area Disturbed: 41,332 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SC; NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to replace the existing 116' long timber bridge on
SR1626 over Albemarle Canal with a new 130' long cored slab
concrete bridge and associated infrastructure.
FIELD INVESTIGATION REPORT:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BRIDGE NO. 140 OVER ALBENIARLE CANAL
PAGE `#2
9. NARRATIVE DESCRIPTION:
Project Setting
Bridge No. 140 is located on SR1626 over Albemarle Canal, a tributary to Cuckolds Creek, and is
approximately three miles north of Pantego, Beaufort County. Elevations in the project area range
from 0 to 15 feet NGVD. The predominant land uses in the project area are agricultural in nature
with a few residential dwellings located within the project vicinity. The bridge has been identified
as a launch site in the Mid-East RC&D Regional Paddle Trail System. The existing bridge was
constructed in 1962 and is 116' long and 27' wide. The bridge has 25.2' of clear roadway width
(two 10' wide travel lanes with 2.6' wide gutters). The bridge is a fixed bridge and was constructed
with three spans, with a maximum of 35' horizontal distance between the bents in the canal.
However, two "crutch bents" have been added to support the bridge due to the bridge's deteriorated
condition, which limits horizontal clearance through the bridge to approximately 25'. The bridge
has a vertical clearance of 12' underneath the bridge at NWL. The bridge consists of a timber floor
on steel I-beam joists. The bridge was constructed with timber caps on timber piles. The bridge
received 37.5 out of a possible 100 points during its last sufficiency rating. The bridge is classified as
a rural local road with an average daily traffic volume of 431 vehicles per day as per the latest traffic
study in 2007. The roadway approaches to the bridge have two 12' travel lanes with 6' grassed
shoulders. The vertical alignment of the roadway approaches is flat, however, there is a 90 degree
curve at the north end of the bridge. There are no stormwater runoff controls on the bridge, as the
existing bridge deck drains flow directly into the canal below. Currently two 24" culverts exist on
the west side of the bridge and carry stormwater from the roadway ditches to the canal. A telephone
cable parallels the north side of the bridge and crosses under Albemarle Canal. There are overhead
power and telephone lines paralleling the south side of the bridge over the canal as well.
Albemarle Canal is a tributary to Cuckolds Creek which is classified SC; NSW by the
Environmental Management Commission in the area of the proposed construction. Cuckolds Creek
and Albemarle Canal is classified by the North Carolina Wildlife Resources Commission as Inland
Waters, however, the area is not considered a Primary Nursery Area. The waters are closed to
shellfishing by the Shellfish Sanitation Section of the Division of Environmental Health. At the
project site the canal is approximately 60'- 70' wide and has a maximum water depth of -5.5' below
NWL in the area of the bridge. There were no SAV's observed in the project area during the site
visits. The creek bottom is composed of a mud substrate.
Project Proposal
NCDOT proposes to replace the existing Bridge No. 140 over Albemarle Canal with a new cored
slab concrete bridge and new approaches. To initiate the project, the existing bridge would be closed
and traffic re-routed to an off-site detour route along SR1633 (Pike Road), NC99 (Pungo Road), and
SR1625 (Swindell Road), approximately 19 miles in length. The existing bridge would be
completely demolished and removed from the project site utilizing Best Management Practices for
Bridge Demolition and Removal.
FIELD INVESTIGATION REPORT:
NORTH CAROLINA DEPARTIiENT OF TRA_'NSPORTATIOi`+
BRIDGE NO. 140 OVER AI BE-,'VIA-LE CANAL
PAGE #3
The new bridge as proposed would be 130' in length and 30' in widill. which would be 14' longer
and approximatehr 3' wider than the e_csting bridge. The new bridge would consist of twc 40' spans
and one 50' span centered over the canal. This would provide approxiately 437 of i_crizontai
clearance through the bridge. The new bridge is also. designed to allow 12.5' of vertical clearance
underneath the bridge, which is an increase of 0.5' above the existing 12' clearance height. The new
bridge as proposed would have two 10' travel lanes, with a 2'5" gutter or, the south side of the bridge
and a 5'5" wide pedestrian/bicycle lane on the north side. The bridge would also have a !'I" wide
concrete rail along each side for safety purposes. NCDOT has committed to utilize and off site
detour and has committed to construct the bridge, utilizing top down constriction methods and to
build the bridge with no deck drains over surface waters. The stormwater runoff from the bridge
would be diverted into three grated drop inlet structures on the west side of the bridge and discharged
to a riprap dissipater pad and grassed Swale approximately 65' landward of Albemarle Canal to allow
treatment of the stormwater prior to entering the canal.
To allow for the longer structure, a 20' long x 60' wide area of soil beneath the western end of the
bridge, and a 10' long x 60' wide area of soil beneath the eastern end of the bridge would be
excavated. The excavation would remove a total of 95 cubic yards of material from beneath the
bridge. The bases of the bridge are then to be stabilized with Class II riprap. The rip rap as proposed
would be approximately 155' in total length, 18' in width under the west side of the bridge, 12' in
width under the east side of the bridge, and would be placed entirely above the NWL elevation.
The applicant has also proposed to replace the approach structures to the bridge. TI-le asphalt on
the east end of the bridge would be removed for 290' from the foot of the bridge and the road would
be relocated up to 50' south of its existing location. This would allow DOT to move the curve
further away from the bridge for safety purposes. The grade would be raised by an average of 1' - 2', .
and up to 5' in places along the 574' long approach roadway that would be up to 60' wide. The
approach road on the west end of the bridge would be raised approximately up to 1' for
approximately 104'. The approaches roadways would have two 10' wide travel lanes with three foot
wide shoulders except where there are to be guardrails, where the shoulders would be six feet wide.
New guardrails would be constructed along the bridge approaches for 60' at the east end of the
bridge and 105' at the west end of the bridge. The increased grade and relocation of the bridge
approaches will require the raising and paving of three existing driveways and the relocation of a
forth driveway adjacent to the bridge.
The 24" diameter outfall pipe adjacent to the northwest side of the bridge would be excavated and
replaced in place with a new 24" diameter culvert. The 24" diameter outfall pipe adjacent to the
southwest side of the bridge would be excavated and would be replaced with embankment riprap
down to Albemarle Canal. The embankment riprap would be 5' wide, 38' long, and extend 8' into
the canal. A second embankment riprap pad has also been proposed for installation adjacent to the
northeast comer of the bridge to carry water from the road ditch on the east side of the bridge to the
canal below. That pad would be 5' wide, 45' long, and extend 18' out into Albemarle Canal. Both
pads are to be constructed of Class I riprap.
The bridge replacement project would also require the existing telephone line on the north side of
the bridge be repositioned by boring under the canal with a directional drill from high ground to high
ground within the DOT Right-of-Way. The underground telephone line as proposed would be a
minimum of 7' below the bottom of Albemarle Canal.
FIELD INVESTIGATION REPORT:
NORTH CAROLINA DEPARTYIENT OF TRANSPORTATION
BRIDGE NO. 140 OVER ALBENIARLE CANAL
PAGE #4
---------------------------
The applicant has applied for and received a state stormwater permit exclusion from the Division
of Water Quality, which issued State Stormwater Permit Exclusion SW7090510 for this project on
June 29; 2009. The Division of Water Quality also issued a 401 Water Quality Certification and Tar-
Pamlico Buffer Authorization for this project on October 2, 2009 with a project number of
20090849. The United States Army Corps of Engineers determined on August 11, 2009 that the
project was consistent with and authorized under a Nationwide Permit #3.
Anticipated Impacts
The proposed bridge would permanently shade 1,950 sq. ft. of Public Trust Waters and the Public
Trust Area of Albemarle Canal, which would be an increase of 195 sq. ft. more than that which
exists with the current bridge. The embankment riprap pads would fill in 130 sq. ft. of shallow water
bottom and would extend up to 18' out into the 65' wide canal. The project would result in 39,252
sq. ft. of high ground disturbance for the riprap protection under the end bents, the removal of the
eastern approach to the bridge, and the grading and paving of the new approaches. Approximately
8,916 sq. ft. of area within the Tar-Pamlico River Basin Riparian Buffer Area adjacent to Albemarle
Canal would be impacted by the construction of the bridge and roadway, of which 8,428 sq. ft. would
be in Zone I and 488 sq. ft. would be in Zone II. No impacts to any Coastal or Section 404 Wetlands
are anticipated with the project.
The navigable clearance under the bridge would increase by 0.5' from 12' to 12.5'. The bridge
would also allow an increase in the maximum navigational width from approximately 25' to
approximately 48'. A localized increase in turbidity can be expected during the in-water
construction portion of the supporting structures for the bridge. No additional closures of
shellfishing waters are expected in association with the proposed project.
Traffic along SR1626 would be re-routed during the construction period of the project which will
result in increased travel distances for some uses of the transportation system. The public is
expected to benefit upon completion of the project by the increase in the safety and efficiency of the
new structure and the DOT's commitments to use an offsite detour reduce potential impacts to the
surrounding environment as well as eliminate the need for a temporary work bridge. Also the
increased stormwater controls on the project site are expected to improve the quality of the
stormwater being discharged into Albemarle Canal from the bridge and the adjacent approaches.
Submitted by: Stephen Lane -Morehead City District - October 23, 2009
0
STATE OF NORTH CAROLINA
DEPAaTMENIT OF TRANSPORTATION
BEVERLY EAVES PERDUE
COVePVDR
October 13, 2009
Mr. Stephen Lane
N. C. Dept. of Env. & Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Dear Sir:
EUGENE A. CONTI. JR.
Subject: Revised CAMA Permit Application for the.replacement of Bridge No. 140 over
Albemarle Canal on SR 1616 in Beaufort County. State Project No: 8.2151701.
Federal Aid Project Number BRZ-1626(6). Debit $75.00 from WBS 33698.1.1. TIP
No. B-4428.
Reference: NCDOT Permit Application dated July 31, 2009.
The purpose of this letter is to revise the Coastal Area Management Act Permit application from
a General Permit to a Major Development Permit. This change is being requested due to
concerns that a CAMA General Permit would potentially expire during the construction phase of
this project. This timing issue is not a concern with a CAMA Major Development Permit.
A fee of $400 has already been authorized for debit for the General Permit application, we hereby
authorize debit of the remaining $75 from WBS Element 33698. for a total of $475 for a
CAMA Major Development Permit application fee.
If you have any questions or need additional information, please call or email Dr. Lance P.
Fontaine at 919-431-6667 or [e-mail].
Sincerely,
Gregory J. Thorpe, Ph.D. Environmental Management Director
Project Development and Environmental Analysis Branch
LOCATION:
MAILING ADDRESS: TELF X: 9 919491-2000 4701 ATLANTIC AVENUE
NO DEPARTMENT O ATION FAX: [phone] SUITE 116
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS RALEIGH NO 27604
1590 MAIL L SERVICE E CENTER ENVIRR WEBSITE( NNNL NCDOT.ORG
RALEIGH NO 27699-1598
I
ee.
Mr. Steve Sollod, NCDCM
Vir. Brian Wrenn, NCDWQ
blr. William Wescott, USACE, Washington
Dr. David Chang P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer
Mr. Scott McLendon, USACE, Wilmington
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Ron Sechler, NMFS
Ms. Anne Deaton, NCDMF
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Dionne Brown, Project Planning Engineer
OCM MP4
APPLICATION for,,,,( n i?°(
Major Development Permit ?a City f)CIV,,
(last revised North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
North Carolina Department Of Transportation B-4428(33698.1.1)
Applicant 1: First Name MI Last Name
Gregory Thorpe
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names li sted.
Mailing Address PO Box City State
1598 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
276991598 USA 919-431- 2000 ext. 919-431-2002
Street Address (if different from above) City State ZIP
4701 Atlantic Ave, Suite 116 Raleigh NC 27604-
Email
[e-mail]
2. AgentContractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Railroad Bed Road SR 1626
Subdivision Name City State Zip
N/A Project not within any municipal NC 27860-
boundaries.
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Albemarle Canal
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 NManmade ?Unknown Pantego Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes NNo work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
110' 70,350 sq ft (inside RNV limits)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 10' - 12' ?NHW or ®NWL
e. Vegetation on tract
Agriculture fields, ditches, grass (shoulders and yard), woods
I. Man-made features and uses now on tract
Road facility including ditches, house/yard, agriculture
g. Identity and describe the existing land uses adjacent to the proposed project site.
Existing road facility, ditches, agriculture, residence
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Per county website, adjacent tracts have no zoning (Attach zoning compliance certificate, if applicable)
designation. ®Yes ?No ?NA
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 No ?NA
If yes, by whom? North Carolina Dept. of Cultural
Resources - State Historic
Preservation Office
1. 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?
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ENO
(ii) Are there coastal wetlands on the site? ?Yes ENO
(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.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
See attached stormwater management plan.
5. Activities and Impacts
a . Will the project be for commercial, public, or private use? ?Commercial Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Replace existing bridge due to low sufficiency rating. Lengthen bridge and improve road facility and safety with widening and
addition of guardrail.
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.
Propose top/down construction at existing location with no temporary causeway(s). Typical construction equipment includes
crane, bulldozer, dump trucks, motor grader, etc.
d. List all development activities you propose.
Replace/Lengthen bridge; addition of fill due to widening facility and raising of the existing road grade. The grade has to be
raised to provide minimum grade across new bridge. Realigning existing road east of crossing to improve curve/safety of
facility. Telephone utility relocation--staging and bore holes will take place in area of existing road facility to be re-graded and
re-seeded.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.0 ?Sq.Ft or EAcres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes No NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing ditches drain to creek in SW and NE quadrants. Sheet Flow in SE quadrant and existing pipe system drains to canal
in NW quadrant. Propose shoulder berm gutter on West side of road which will outlet to grassed swale. NE side of road will
drain over grassed shoulders to grassed swale. Propose to tie to existing pipe system in NW quadrant.
i. Will wastewater or stormwater be discharged into a wetland? Yes ENo NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No [DNA
j. Is there any mitigation proposed? ?Yes ENO NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative,
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to 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.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See attached permit plansheet with property owner list.
Phone No.
Address
Name
Phone No.
Address
Name
Phone No.
Address
g. A list of previous stale or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
7. 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 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 7,31,10 Print Name G
f Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
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Form DCM MP-2
", ` ??157912
zq 'li
EXCAVATION and FILL it : ?,.4 r,.
(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.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
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),
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:

2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.

C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for tuture 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 f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ?No ?NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes
how much water area is affected?
number of square feet affected. ,
?cW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:

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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION []This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 15'
[]Bulkhead ERiprap []Breakwater/Sill []Other: Width: 26'
G. Average distance waterward of NHW or NWL: 5' d. Maximum distance waterward of NHW or NWL: 13'
e. Type of stabilization material:
Class II Rip Rap w/ Filter Fabric
g. Number of square feet of fill to be placed belowwater level.
Bulkhead backfill Riprap 180 sg ft
Breakwater/Sill Other _
i. Source of fill material.
i. (i) Has there been shoreline erosion during preceding 12
months?
EYes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Stormwater draining to canal bank eroding approx 300 sq ft
In. Type of fill material.
Class I Rip Rap w/ filter fabric

4. OTHER FILL ACTIVITIES EThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes ?No ?NA
If yes,

(ii) Amount of material to be placed in the water b. (i) Will fill material be placed in 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.
(iii) Dimensions of fill area OCW ?SAV ?SB
(iv) Purpose of fill OWL []None
(ii) Describe the purpose of the fill in these areas:

5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled? b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Standard NCDOT BMP's will be utilized. Typical construction equipment includes crane, bulldozer, dump
trucks, motor grader, etc.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ?No ENA d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ?No ENA
(it) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
A nt Name 1I
Date ?? d-----^'
B-4428 Applicant Sig cure
i
i
Project Name
Gregory Thorpe
252.808.2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12126/06
)r_Q1 '
Farm IN 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 that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ?This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ®Public/Government ?Private/Community Albemarle Canal
c. Type of bridge (construction material):
1 @ 40'; 1 @ 50'; 1 @ 40' -- 21" Cored Slab
e. (i) Will proposed bridge replace an existing bridge? ®Yes ?No
If yes,
(ii) Length of existing bridge: 116'
(iii) Width of existing bridge: 26'
(iv) Navigation clearance underneath existing bridge: 8'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All the existing bridge will be removed.
d. Water depth at the proposed crossing at NLW or NWL:
9' at MHT
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, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: 130' h Width of proposed bridge: 30'
I. Will the proposed bridge affect existing water flow? ?Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: In-kind replacement with minimal canal bank increasing the existing navigable opening? ?Yes ®No
work. If yes, explain: In-kind replacement.
k. Navigation clearance underneath proposed bridge: 8_5'
Have you contacted the U.S. Coast Guard concerning their
approval? ®Yes ?No
If yes, explain: U.S. Coast Guard contacted with details
about proposed bridge replacement. Requested waiver of
a bridge permit under Title 33, CFR, Section 115.70,
advance approval for bridges. Public notice 5-1151
response received 01 July 2009. Public response period
ends 03 Aug 2009.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: N/A
waters? ?Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
< Form continues on back>
252.808-2808 :: 1-888.4RCOAST :: www nccoastaimanagement. net revised: 10;26/06
Form OCM MP-5 (Bridges and Culverts, Page 2 of 4)
G. 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:
3. EXCAVATION and FILL
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:
e. (i) 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)
g. 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:
?This section not applicable
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 (SS), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?cW ?SAV ?SB
?WL ONone
(ii) Describe the purpose of the excavation in these areas:
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: 465'
(iii) Avg. width of area to be excavated: 15'
(iv) Avg. depth of area to be excavated: 2_0'
(v) Amount of material to be excavated in cubic yards: 400 cu
yds
252.808-2808 :: 1.888-4RCOA5T :: www.nccoastalmanagement.net revised: 10/26/06
Form DCM MP-5 (Bridges and .Culverts, Page 3 of A)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Approved NCDOT site.
(ii) Dimensions of the spoil disposal area: To be determined by contractor.
(iii) Do you claim title to the disposal area? ?Yes ?i (If no, attach a lettergranting 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 ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes NNo
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 f Iled: 15' feet affected.
(iii) Avg. width of area to be filled: 26' ?CW ?SAV ?SB
(iv) Purpose of fill: Stabilization: embankment rip-rap ?WL ®None
(stormwater management). This is duplicate of entry from (ii) Describe the purpose of the excavation in these areas:
Form DCM MP2 - 3b. Fill due to proposed widening and raising of existing
road grade.
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filed: 600'
(iii) Avg. width of area to be filled: 20'
(iv) Purpose of fill: Due to proposed realignment of main
road and driveways.
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ?No detour structures? ?Yes ENo
If yes, explain: See attached utility plans. Existing If yes, explain:
telephone cable will be relocated on-site via directional
bore method. Boring will maintain a minimum of T below
stream bed. Bore hole and equipment to be staged in
area of exisiting roadway.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net revised: 10126/06
Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
C. Will the proposed project require any work channels?
?Yes ®No
If yes, complete Form DCM-MP-2.
d. How wiil excavated or fill material be kept on site and erosion
controlled?
Standard NCDOT BMP's will be utilized.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ?Yes ElNo
Standard NCDOT road construction equipment will be If yes, explain steps that will be taken to avoid or minimize
employed, including by not limited to a crane, bulldozer, environmental impacts.
dump truck, and motor grader.
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.
7.3/, Cr
Dale
B-4428
Project Name
Gregory Thorpe
Applicant Name
Applicant Signature
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement_net revised: 10/26(06
STORTNIWATER MANAGEMENT PLAN
"'i,1r w p?
TIP No. B-4428 (33698.1.1) ? tl 16'ajf
Beaufort County
April 2009
Project Description
This project consists of approach roadway work and the replacement of Bridge 4140 over Albemarle Canal
on SR 1626 (Wilkinson Station Road). The existing 2 lane facility has 10' lanes. The proposed facility will
will have 2 - 10' lanes. The existing 1 @ 40.5', 1 @ 35', 1 @ 40.5' (116' total) bridge will be replaced with
a 1 @ 40', 1 @ 50', 1 @ 40' - 21" cored slab bridge (130' total). There are no wetlands in the project area.
Project involvement
The drainage at the site consists of ephemeral drainage ditches and pipe systems. West of the x-ing two
existing drainage pipes outlet into the canal. It is proposed to remove the pipe in the SW quadrant and use
embankment rip rap down to canal. The outlet pipe in the NW quadrant will be replaced in place.
Best Management Practices
Best Management Practices (BMPs) utilized on the project are as follows:
-Promotion of sheet flow and infiltration with grassed shoulders and grassed swales.
-No direct discharge into buffer. Outlet drainage systems to grassed swales with treatment prior to buffer.
-No deck drains on bridge
Page:
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