20091325 Ver 1_Application_20091228

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1
DEPARTIVIENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVGRNOR SECR'ECARY
December 11, 2009
Mr. Tom Steffens Mr. Stephen Lane
U. S. Army Corps of Engineers N.C. Dept. of Environment and Natural Resources
Regulatory Field Office Division of Coastal Management
Post Office Box 1000 400 Commerce Avenue
Washington, INC 27889-1000 Morehead City, NC 28557
®9 2
Dear Sirs:
Subject: Application for Section 404 Nationwide Permit 23, Section 401 Water
Quality Certification, Buffer Authorization, and CAMA Major Development
Permit for the Replacement of Bridge No. 59 on NC 99 over Jack Creek in
Beaufort County, North Carolina. Federal Aid Project No. BRSTP-99(4), Debit
$475.00 from WBS Element 33693.1.1. TIP No. B-4417.
Please find enclosed the North Carolina Division of Coastal Management Major Permit Fonns,
Pre-Construction Notification (PCN) form, permit drawings, design plans, utility plans, EEP
acceptance letter, and stormwater management plan for the above referenced project. The
adjacent riparian landowner return receipts will be forwarded upon receipt. A Categorical
Exclusion (CE) was completed for this project on July 15, 2008, and distributed shortly
thereafter. Additional copies are available upon request. The North Carolina Department of
Transportation (NCDOT), Division of Highways, in consultation with the Federal Highway
Administration (FHWA), proposes to replace the existing 76-foot Bridge No. 59 with a 200-foot
bridge over Jack Creek on NC 99 in Beaufort County. Proposed permanent impacts are 0.02
acre to coastal wetlands due to fill and 0.07 acre of fill in surface waters. The proposed let date
for the project is May 17. 201 1 with a review date of March 29, 2011. However. the let date may
advance as additional funds become available.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 23 (72 CFR; 11092-
a
STATE OF NORTH CAROLINA
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ay?4) R ?e000 lJ
1 198, March 12, 2007).
MAILING ADDRESS:
NC DE PARTIVENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: 'WWW.NCDOTORG
LOCATION:
4701 ATLANTIC AVENUE
SUITE 116
RALEIGH NC 27604
Section-401'Pemmit We anticipate 401 General Certification number 3701 will apply to this
project. NCDOT-is providing five copies of this application to the North Carolina Department of E
Environmental and Natural Resources, Division of Water Quality, for their approval.
Tar-Pamlico Riparian Buffer Authorization: NCDOT is requesting a Tar-Pamlico Riparian
Buffer Authorization from the NCDWQ.
CAMA: NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act Major Development Permit. The landowner receipts are provided with this
permit application. Authorization to debit the $475 Permit Application Fee from WBS Element
33693. 1.1 is hereby given.
A copy of this permit application will be posted on the NCDOT Website at:
http://www.ncdot.org/doh/preconstruct/pe/. Thank you for your assistance with this project. If
you have any questions or need additional information, please contact Tyler Stanton at
[e-mail] or [phone].
Sincerely,
Q?v Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
cc:
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Mr. Steve Sollod, NCDCM
W/o attachment (see website for attachments)
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., Div. 2 Engineer
Mr. Jay Johnson, Div. 2 Environmental Officer
Mr. Scott McLendon, USAGE, Wilmington
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Ron Sechler, NMFS
Nls. 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. Beth Harmon, EEP
Mr. Phillip Ayscue, NCDOT External Audit Branch
Mr. John Williams, PDEA
J
•ocM Mr-?
APPLICATION for
major Development Permit
past revised 12127/08)
are*? , ,,„?
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
NCDOT Project Name (if applicable)
B4417 (33693.1.1)
Applicant 1: First Name
Gregory MI .
J. Last Name
Thorpe
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1598 Mail Service Center PO Box City
Raleigh State
NC
ZIP
276991598 Country
USA Phone No.
919-431-
2000 ext. FAX No.
919-431-2002
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor 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
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
I
3. Project
APPLICATION for
Major Development Permit
County (can be multiple) Street Address State Rd. If
Beaufort NC 99
Subdivision Name City
State
Zip
Phone No. Lot No.(s) (if many, attach additional page with list)
ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Jack Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Pungo Creek
e. Is proposed work within city limits or planning jurisdiction? I. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ONO work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
850' 114,240 sq ft (inside RNV limits)
'c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4.5'- 7.5' ?NHW or ®NWL
e. Vegetation on tract
Wetlands, trees, grass (NC 99 shoulders and yard)
tan-maae features and uses now on tract
Existing NC 99 road facility including ditches
g. identity and describe the existing land uses adiacent tc
Existing NC 99 road facility, ditches; Residence
site.
n. Now does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
I. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ONO
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA
If yes, by whom? NCDOT Archaeology
1. Is the proposed project located in a National Registered Historic District or does it involve a Yes ONO ?NA
National Register listed or eligible property?
<Form continues on next page>
m. It Are there wetlands on the site? ®Yes ?NO
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
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Form DCM MP-1 (Page 3 of 5)

APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Govemment
?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 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; Remove portion of existing road fill/causeway to improve bridge hydraulic conveyance and offset
surface water being filled in. Addition of fill due to widening facility and raising of the existing road grade. The grade has to
be raised to provide access for future bridge maintenance/inspection activities. Relocate utilities in non-jurisdictional areas.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
I. What is the approximate total disturbed land area resulting from the proposed project? 2.2 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing ditches drain to creek/wetlands in all 4 quadrants. Propose shoulder berm gutter on West side of road which will
outlet to grassed swales. East side of road will drain over grassed shoulders to grassed swales.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ®Yes ?No NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (1) 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.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 list
Phone No.
Address
Name
Phone No.
Address
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
In. 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.
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.
k
Date ? jo Print Name SE, tij
Signature ` iiM?
Please indicate application attachments pertaining to your proposed project.
NDCM 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
EXCAVATION and FILL
(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 395'
Width 13'
Avg. Existing
Depth NA NA 5'
Final Project
Depth NA NA 8'
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. Ill Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes ?NO ?NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (Sal,
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 disposal in these areas:
d. High-ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
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FOfm DCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 395'
?Bulkhead ®Riprap ?Breakwater/Sill ?Other: _ Width: 13'
c. 1 Average distance waterward of NHW or NWL: 6' d. Maximum distance waterward of NHW or NWL: 15'
e. Type of stabilization material:
Class II Rip Rap w/ Filter Fabric
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 3040 sd It
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Class II Rip Rap; Select embankment fill material
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(it) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill
?WL ?None
(ii) Describe the purpose of the fill in these areas:
„r
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Use of Standard NCDOT Best Management Practices and Crane, bulldozer, dump truck, motor grader
erosion control measures.
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ONo ?NA site? ?Yes NNo ?NA
(ii) 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.
iZ•io<oq
Date
Project Name
/V COOT -
Applicant Name
l tt?
Applicant Signature
I PhD
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Form DCM 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 Jack Creek
c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:
4 @ 50'-- 21" Cored Slab Varies 5'- 10'
e. (1) Will proposed bridge replace an existing bridge? ®Yes ?No f. (i) Will proposed bridge replace an existing culvert? ?Yes ®No
If yes, If yes,
(ii) Length of existing bridge: 75.5' (ii) Length of existing culvert:
(iii) Width of existing bridge: 23.5' (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: 2_5' (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) All the existing bridge will be removed. (v) Will all, or a part of, the existing culvert be removed?
Portion of existing road fill will be removed. (Explain)

9 Length of proposed bridge: 200' In. Width of proposed bridge: 39'
i. Will the proposed bridge affect existing water flow? ®Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: Longer bridge and removed fill will improve increasing the existing navigable opening? ®Yes ?No
bridge conveyance and reduce velocities. If yes, explain: Bridge opening will increase from existing
75
5'x 2
5' to 200'x 4
9'
. .
.
.

k. Navigation clearance underneath proposed bridge: 4_9' I. Have you contacted the U.S. Coast Guard concerning their
approval? ®Yes ?No
If yes, explain: Coast Guard is in the process of evaluating
project.

m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ®No
If yes, explain:

2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
c. Type of culvert (construction material):
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Forth DCM MP-5 (Bridges and Culverts, Page 2 of 4)
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)
I. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
I. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
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)
9. Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
?Yes ?No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ?No excavation 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 excavated: 124' feet affected.
(iii) Avg. width of area to be excavated: 78' ?CW ?SAV ?SB
(iv) Avg. depth of area to be excavated: 5' - ?WL ONone
(v) Amount of material to be excavated in cubic yards: 2390 cu
rid - (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: 460'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 2_0'
(v) Amount of material to be excavated in cubic yards: 200 cu
vds
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Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: To be determined by contractor
(ii) Dimensions of the spoil disposal area: TBD
(iii) Do you claim title to the disposal area? ?Yes ®No (ff no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW ), submerged aquatic vegetation (SAVS), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?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 ?No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 550'
(iii) Avg. width of area to be filled: 4'
(iv) Purpose of fill: Due to proposed road widening and
raising of existing road grade.
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ®Yes ?Nc
If yes, explain: Water: 6" waterline located to the west
side is in conflict with construction of the bridge and will
be relocated 5' inside the R/W line on the same side
using trenchless method. No Impacts to jurisdictional
areas . See plans; Tel and CAN: Tri-County telephone
has telephone and CATV cables on both sides of NC 99
north and south of the current bridge location are in
conflict with construction of the bridge and will be
relocated to the east side of the bridge. 5' inside R/W
line, using trenchless method. No impacts on
jurisdictional areas . See plans; Power : Tideland EMC
has power facilities in the area but will not be impacted
by this project.
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
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 3380' ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Fill due to proposed widening and raising of existing
road grade.
Will the proposed
detour structures?
If yes, explain:
any ter
?Yes
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Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Crane, bulldozer, dump truck, 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.
Date
t? - LM7
Project Name
Applicant Name
Applicant Signature
Use of Standard NCDOT Best Management Practices and
erosion control measures.
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement. net revised: 10/26/06
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1 1 1 1 1 1 I I I I 1 F

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
1 NORMAN J. SELBY, SR.
2 JOHNNIE & MARIEK BRINN
5724 SIDNEY RD.
BELHAVEN, NC 27810
5459 NC HWY 99 SOUTH
BELHAVEN, NC 27810
3 LEWIS &DONNA LINCOLN 475 BRENTWOOD RD.
WINSTON-SALEM, NC 27107
4 CHARLES & SHEILA SLADE 4653 SYNDEY ROAD
BELHAVEN, NC 27810
LV ` DOT
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT: 33693.1.1 (B-4417)
SIDNEY
BRIDGE NO.59 OVER JACK CREEK
ON NC 99
Permit DrewkV
8tlw 7 of 7
SHEET OF 4®7/09
gCy ccra? •W A 7'
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
s. Processing
'ia. Type(s) of approval sought from the
®Section 404 Permit ? Section 10 Permit
I?
Corps:
1 b. Specify Nationwide Permit (NWP) number: 23 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification -Express ® Riparian Buffer Authorization
'i e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written: approval is not required? Certification:
? Yes ® No . ? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
®Yes
? No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ® Yes ? No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ? No
i2. Project. Information.
2a. Name of project: Replacement of Bridge 59 over Jack Creek on NC-99
2b. County: Beaufort
2 Nearest municipality! town: Belhaven
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state B-4417
project no
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
-b.
- Deed Book and Page No. ?
- - - not applicable
3c. Responsible Party (for LLC if not applicable
L applicable):
L3d. Sireei address: 1598 Mail Service Center

3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no., [phone]
3g. Fax no.: [phone]
L3h. Email address: [e-mail]

4.
Applicant Information (if different from owner) ..
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: not applicable -??
4c. Business name
(if applicable): - -_-- - -- j
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5, Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable): --
5c. Street address:
5d.
5e.
5f. City, state, zip:
Telephone no.:
Fax no.: -?
5g. Email address:
B. Project Information and Prior Project History
1 Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.4839 Longitude: - 76.6729
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
? 2.6 acres
2• Surface Waters
u ^.ame of nearest body of water (stream, river, etc.) to
Jack Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: SC; NSW
2c. River basin: Tar Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
residential and agricultural land uses
?3b. List the total estimated acreage of all existing wetlands on the property:
?
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,238
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 76-toot bridge with a 200-foot, 4-span bridge on the existing alignment with an off-site
detour. Water, Telephone, and CATV utilities will be relocated via directional-bore. Standard road building equipment,
such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
`a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ESI for NCDOT
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 8, 2006
5
. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ®No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this 2 phased proiect? ? Yes ®No
F,b. If yes, explain.
L
C. Proposed Impacts inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. i
2a. 2b. 2c. 2d. 2e.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T)
i
Site 1 ? P ® T EC* Device Riparian ® Yes ® Corps < 0.01
? No ? DWO
Site 2 ® P ? T Fill CAMA Marsh ? Yes
® No ® Corps
? DWQ
0.02
Site 2 ? P ®T EC* Device Riparian ? Nos ? E Corps
DWQ
< 0.0 **
site 3 El P T EC* Cevice Riparian
®Yes
[:J No
®Carps
?DWQ

=0.01
"
Site 4 ? P ? T ? Yes ? Corps ~
-
? No ? DWQ
Site 5 ? P ? T ? Yes ? Corps -!
? No ? DWQ
2g. Total wetland impacts 0.02 Permanent
0.01 Temporary
2h. Comments: There will be 0.07ac. of Hand Clearing in Wetlands (see permit drawings). *EC - Erosion Control. **The sum
of "less thans" does not total more than 0.01 acre.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average impact iengtn
number - or
(PER)
jurisdiction
stream i
(linear feet) I
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Site 1 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 2 ? P ? T ? PER ? Corps
? INT ? DWO
Site 3 ? P ? T E] PER ? Corps
El INT ? DWQ
Site 4 ®P ®T Jcck Creek Fill ® PER
?INT ® Corps
?DWQ -- rt -
J.1II
Site 5 ? P ? T ? PER ? Corps
? INT ? DWO
Site 6 ? P ? T ? PER ? Corps
? INT ? DWQ

3h. Total stream and tributary impacts 0
.07
Perm li
11
0,.i1 Temp
3i. Comments: ' Impacts are in surface water and calculated in area (acre).
Y
4.
Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
tl'e U.S. then individual) list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number - waterbody Type of impact Waterbody type Area of impact (acres)
j Permanent (P) or (if applicable)
Temporary (T)_
01 ?P?T
02 ?PIJT
03?P?T
04 ?P?T
M. Total open water impacts 0 Permanent
0 Temporary
4g. Comments:
j S. Pend or Lake Construction
Fond or lake construction proposed. then complete the chart below.
5?. 1b. 5c. 5d. 5e.
I Welland Impacts (acres) Stream Impacts ((eet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
' Sf. Total
5g. Comments:
51h. Is a dam high hazard permit required?

I ? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
sk. Method of construction:
6. Buffer Impacts (for DWQ)

If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually l ist all buffer
impacts below. If an impacts require mitig ation, then you MUST fill out Section D of this form.
6a.
? Neuse
N Tar-Pamlico
? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet
)
(squat= feet)
Temporary 'T' required.
81 N P ? T Road Crossing Jack Creek ® Nos 1409.0 1055.0

62 ?P?T
? Yes - ---?
?No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 1409.0 1055.0
6i. Comments: Total length equals 43' for Zone 1 and 52' for Zone 2
D. Impact Justification and Mitigation
7 , Avoidance and Minimization
a. Specifically describe measures taken to avoid cr minimize the proposed impacts in designing project.
The proposed bridge is 125 feet longer than the existing bridge, the proposed bridge will be on a slightly higher grade
than the existing structure; an off site detour will be used, 3:1 fill slopes where practicable.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Top-down Construction will be used precluding the need for a temporary construction structure, utilities will be

( directionally bored, and an in-water work moratorium from Feb. 15 to June 15 of any year to protect anadromous fish.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State-
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to ` ..(aters of the U.S. or Waters of the State?
2b. If yes; mitigation is required by (check all that apply): ? DWO ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
oroject?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
b. Credits Purchased (attach receipt and letter) Type Quantity
sir. CCmrr
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4a. Riparian wetiand mitigation requested: acres
4`:. Non-riparan wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: 0.04 acres
4h- Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a . Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ®No
61b . If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the J
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e
Required mitigation
(square feet)
Zo ne 1 3 (2 for Catawba)
Zo ne 2 1.5
6f. Total buffer mitigation required:
6g . If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h . Comments:

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
I
tb7yes
en is a diffu se flow plan included? If no, explain why.
®Yes ? No
m
ts: see attached permit drawings.

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A

2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2r. If this proiect DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
- ? DWQ 401 Unit
3. Certified Local Government Stormwater Review

3a. In which local government's jurisdiction is this project? not applicable
? Phase II
31b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
I
4. DWQ Stormwater Program Review

® Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ? HOW
i (check all that apply): ? ORW
? Session Law 2006-246
? Other:
41b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ®No1in process
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ®No?pending

5b. Have aii of the 401 Unit submittal requirements been met? ? Yes ® No
F. Supplementary Information
11. Environmental Documentation (DWQ Requirement) ?
i
--
la. Does the project involve an expenditure of public (federal/state/local) funds or the
® Y
use of public (federal/state) land? es ? No
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)? ® Yes ? No
tc. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ® Yes ? No
Comments
j
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Weiland Standards, ? Yes No
or Riparian Buffer Rules (15A NCAC 2B .0200)?

2b. Is this an after-the-fact permit application? ? Yes ®No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes
additional deveiopment, which could impact nearby downstream water quality? ®No
-
31b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewaee Disnpsal rnwQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
I
,
the proposed proiect, or available capacity of the subject facility.
not applicable
I
10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a' Will this project occur in or near an area with federally protected species or
habitat? ? Yes ® No
5b. Have you ci with the USFW S concerning Endangered Species Act
impacts? ® Yes ? No
® Raleigh
5c. If yes, indicate the USFWS Field Office you nave contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP & NCDOT field surveys
6. Essential Fish Habitat (Corps Requirerent)
6a Will this project occur in or near an area designated as essential fish habitat? ? Yes ? No
61b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NIvIFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in ? Yes ®No
.,
I North Carolina history and archaeology)?

?b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NIEP A Documentation

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No

8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics coordination with FEMA
Sc. at source(s) did you use to make the floodplain determination? FEMA Maps
t
I
D,
* G!eeorv J. Thorne, PhD
I2-IO aQ
' D
t
L
[
licant/Agent
s Printed Name Ap ican Agent's Signature a
e
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
r ?
o stem
E anemeht
PROGRAM
August 7, 2009
Mr. William Wescott
U. S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27789-1000
Dear Mr. Wescott:
Subject: EEP Mitigation Acceptance Letter:
B-4417, Replace Bridge Number 59 over Jack Creek on NC 99, Beaufort
County; Tar-Pamlico River Basin (Cataloging Unit 03020104); Northern
Outer Coastal Plain (NOCP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory coastal marsh mitigation for the unavoidable impact
associated with the above referenced project. As indicated in the NCDOT's mitigation request
dated July 15, 2009, coastal marsh mitigation from EEP is required for 0.02 acre of coastal
marsh impact.
. Also, this project will impact buffers located in CU 03020104 of the Tar-Pamlico River
Basin. The total buffer impacts are 4,327.0 square feet in Zone I and 863.0 square feet in Zone 2
with a total buffer mitigation requirement of 14,276.0 square feet. If the buffer impacts or the
amount of mitigation required from EEP increases or decreases for this project, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be
required. All buffer mitigation requests and approvals are administrated through the Riparian
Restoration Buffer Fund (Fund 2982).
The NCDOT will be responsible to ensure that the appropriate compensation for the
buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of
the NCDWQ's Buffer Authorization Certification, EEP will transfer funds from Fund 2984 (Tri-
Party MOA Account) into Fund 2982 and commit to provide the appropriate buffer mitigation to
offset the impacts associated with this project in either Tar-Pamlico 03020103 or 03020105.
Mr. Wescott
August 7, 2009
TIP B-4417
Page Two
Mitigation associated with this project will be provided in accordance with Section X of
Amendment No. 2 to the Memorandum of Agreement between the N. C. Department of
Environment and Natural Resources, the N. C. Department of Transportation, and the U. S.
Army Corps of Engineers fully executed on March 8, 2007 (Tri-Party MOA). EEP commits to
implement sufficient compensatory coastal marsh mitigation up to 0.04 coastal marsh mitigation
credits in the appropriate cataloging unit to offset the impacts associated with this project by the
end of the MCA year in which this project is permitted. If the above referenced impact amounts
are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation
acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
'?? ?'b? ??-
Wi 'am D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
Mr. Steve Sollod, Division of Coastal Management
File: B-4417
X"torin9... Edu"... Protecting O"r State,
Ain
MENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
rbl'%4w-
?
PROGRAM
August 7, 2009
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-4417, Replace Bridge Number 59 over Jack Creek on NC 99, Beaufort
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the coastal marsh mitigation and buffer mitigation for the subject project.
Based on the information supplied by you dated July 15, 2009, the impacts are located in CU
03020104 of the Tar-Pamlico River Basin in the Northern Outer Coastal Plain (NOCP) Eco-
Region, and are as follows:
Coastal Marsh
Buffer-Zone 1
Buffer - Zone 2
0.02 acre
6,063 square feet
1,169 square feet
All buffer mitigation requests and approvals are administrated through the Riparian
Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate
compensation for the buffer mitigation will be provided in the agreed upon method of fund
transfer. Upon receipt of the NCDWQ's Buffer Authorization Certification, EEP will transfer
funds from Tri-Party MOA Fund into the Riparian Restoration Buffer Fund. Upon completion
of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for
the above referenced project. Subsequently, EEP will conduct a review of current MOA
mitigation projects in the river basin to determine if available buffer mitigation credits exist. If
there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will
purchase the appropriate amount of buffer mitigation credits from Tri-Party MOA Fund. EEP
commits to providing the riparian buffer restoration mitigation for the buffer impacts in either
Tar-Pamlico 03020103 or 03020105.
Dr. Thorpe
August 7, 2009
TIP B-4417
Page Two
EEP commits to implementing sufficient compensatory coastal marsh mitigation credits
to offset the impacts associated with this project by the end of the MOA Year in which this
project is permitted, in accordance with Section X of the Amendment No. 2 to the Memorandum
of Agreement between the North Carolina Department of Environment and Natural Resources,
the North Carolina Department of Transportation, and the U. S. Army Corps of Engineers, fully
executed on March 8, 2007. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be
required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
William D. Gilmore, P.E.
EEP Director
cc: Mr. William Wescott, USACE - Washington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality - Wetlands/401 Unit
Mr. Steve Sollod, Division of Coastal Management
File: B-4417
Prot"' Oct ft-ate
MUM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC27699-1652/919-715-0476/www.nceep.net
STORMWATER MANAGEMENT PLAN
T11P No. B-4417 (33693.1.1)
Beaufort County
April 2009
Project Description
This project consists of approach roadway work and the replacement of Bridge 459 over Jacks Creek on NC
99. The existing 2 lane facility has 9' lanes. The proposed facility will improve to 2 lanes w/ 12' lanes and
4' shoulders. The existing 3 @ 25' (75.5' total) bridge will be replaced with a 4 @ 50' - 21" cored slab
bridge (200' total). There are CAMA wetlands in the NE, NW and SW quadants of the project.
Project Involvement
The project will require widening of the existing road/fill with wider lanes and the addition of wider
shoulders and guardrail. The drainage at the site consists of ephemeral drainage ditches. There are CAMA
wetlands in the NE. NW and SW quadants of the project. Jacks Creek is classified as C; NSW and is a
Public Trust Water.
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 wetlandsibuffer. Outlet drainage systems to grassed swales.
-No deck drains on bridge
-Removal of existing road fill. The removal of road fill offsets the amount of fill in surface waters due to
widening. Fill removal also improves bridge conveyance and reduces bridge opening velocities.
Page
r?hydrauics?peooiDz__en ironmenGNormsW4417 wp doc I / I
14;48
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