20120450 Ver 1_Application_20120501

Office Use Only
Corps action ID no
5 U DWQ project
Ir2 ® 4 Form Version 1 1 3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
-'Mr-Construction Notification PCN Form
A Appheant Information
1
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit ®Section 10 Permit
1b
Specify Nationwide Permit (NWP) number N/A or General Permit (GP) number Individual Permit
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 N Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes N No
1f
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
® Yes
❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes
❑ No
2
Project Information
2a
Name of project
B 4488 Craven 176
WBS Element Number 33725 1 2
2b
County
Craven
2c
Nearest municipality / town
Havelock
2d
Subdivision name
N/A
2e
NCDOT only T I P or state
project no
8-4488
3
Owner Information
3a
Name(s) on Recorded Deed
North Carolina Department of Transportation
3b
Deed Book and Page No
N/A
3c
Responsible Party (for LLC if
applicable)
N/A
3d
Street address
105 Pactolus Highway NC 33 P O Box 1587
3e
City state zip
Greenville NC 27835
3f
Telephone no
252 830 3490
3g
Fax no
252 830 3341
3h
Email address
jbjohnson @ncdot gov
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version

B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
B 4488 Craven 176
Latitude N 34 891253 Longitude W
1b Site coordinates (in decimal degrees)
76 923405
(DD DDDDDD) ( DD DDDDDD)
1c Property size
N/A acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Southwest Prong of Slocum Creek a Tributary of Neuse
proposed project
River
2b Water Quality Classification of nearest receiving water
C Sw NSW
2c River basin
Neuse
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
SR 1763 Church Street is a paved secondary state road Woodlands dominate the landscape
3b List the total estimated acreage of all existing wetlands on the property
32 509 Square Feet (0 75 Acres) of 404 Wetland Impacts For The Bridge Replacement on new Alignment
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
This site is part of a longer adjacent stream system Southwest Prong Slocum Creek = 320 Linear Feet U/T = 402 Linear
Feet
3d Explain the purpose of the proposed project
Due to age and condition of the existing structure Craven 176 will be replaced with a new bridge on a new location to
serve as a better service road access along the Highway 70 corridor The old bridge will be removed and designed to tie
into the new service road by new location No Detour
3e Describe the overall project in detail including the type of equipment to be used
The Existing 116 Long By 25 Wide Concrete Bridge will be replaced with a Proposed 300 Long by 42 Wide Concrete
Bridge on New Alignment A 10 x 6 reinforced box culvert will be installed on the church street realignment
Excavators Dump Trucks and Crane Trucks will be used for the Bridge To Bridge Replacement
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes [:1 No Unknown
project (including all prior phases) in the pasty
Comments
4b If the Corps made the jurisdictional determination what type
®Preliminary [:1 Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company NCDCM
Name (if known) Stephen Lane and Jay B Johnson
Other NCDOT
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
March 2011
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
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version

6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes explain
Page 4 of 11
PCN Form — Version 1 3 December 10 2008 Version

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
2a
2b
2c
2d
2e
2f
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
W1 ®P ❑ T
Fill
Riparian
❑ Yes
® Corps
0 006
Herbacious
® No
® DWQ
W2 ® P ❑ T
Fill
Bottomland
® Yes
® Corps
079
Hardwood Forest
❑ No
® DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
0 75 Acres
2h Comments 32 509 Sq Ft Impacts
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 jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Relocation of
U/T Slocum Creek
® PER
® Corps
15
232
Stream
❑ INT
® DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
232 LF
31 Comments 232 Linear Feet of Stream Impacts
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P FIT
04 ❑P ❑T
4f Total open water impacts
None
4g Comments None
5 Pond or Lake Construction
If pond or lake construction proposed the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
None
5g Comments None
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k 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 list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ®P ❑ T
Fill
Southwest Prong Slocum
El Yes
0 Sq Ft
11 Sq Ft
Creek
® No
B2 ❑ PEI T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
11 Sq Ft
61 Comments 11 Sq Ft Impacts
Page 6 of 11
PCN Form — Version 1 3 December 10 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
See narrative
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
See narrative
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
® Yes ❑ No
2b If yes mitigation is required by (check all that apply)
® DW Q ® Corps
2c If yes which mitigation option will be used for this
projects
❑ Mitigation bank
❑ Payment to in lieu fee program
® Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank Croatan Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments Wetland mitigation is onsite and balance debited from the Croatan Mitigation Site including stream mitigation
as well (See verification attached)
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)
0 square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
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
See plan attached
Page 7 of 11
PCN Form — Version 1 3 December 10 2008 Version

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
❑ Yes ® No
buffer mitigation?
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
None
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)
N/A
6h Comments
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
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?
lb
If yes then is a diffuse flow plan included? If no explain why
Comments Road on new alignment will discharge stormwater into vegetated
wetlands Existing road side ditches will discharge into wetlands outside the buffers
® Yes ❑ No
There are no weep holes in the proposed bridge thus eliminating stormwater run off
from the proposed bridge deck Stormwater from bridge deck is being carried out
side of buffers and being released onto a disipater pad into wetlands for treatment
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
N/A Roadway /Bridge Project %
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project 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
Road on new alignment will discharge stormwater into vegetated wetlands Existing road side ditches will discharge into
wetlands outside the buffers There are no weep holes in the proposed bridge thus eliminating
stormwater run off from
the proposed bridge deck Stormwater from bridge deck is being carried out side of buffers and being released onto a
disipater pad into wetlands for treatment
❑ 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?
N/A
❑ Phase 11
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other N/A
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4
DWQ Stormwater Program Review
® Coastal counties
❑ HQW
4a
Which of the following state implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5
DWQ 401 Unit Stormwater Review
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version

5a
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1b
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
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
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
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 Wetland 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 ® No
additional development which could impact nearby downstream water quality?
3b
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
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge)
of wastewater generated from
the proposed project or available capacity of the subject facility
N/A
Page 10 of 11
PCN Form — Version 1 3 December 10 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this protect occur in or near an area with federally protected species or
Cj Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
® Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Onsite Field Determination No Effect
6 Essential Fish Habitat (Corps Requirement)
6a Will this protect occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Determination was made by Mr Travis Wilson NCWRC September 1 2009 Moratorium February 15 September 30
i Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this protect occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
E] Yes ® No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
NCSHPO
8 Flood Zone Designation (Corps Requirement)
8a Will this protect occur in a FEMA designated 100 year floodplain? ®Yes ❑ No
8b If yes explain how protect meets FEMA requirements Bridge designed to no rise standards
8c What source(s) did you use to make the floodplam determination? FEMA FIRM Maps
Jay B Johnson
dL—A�-2
April 25 2012
Applicant /Agent s Printed Name
Cate
ppi nt/ gent s Signature
(Agent s signatu vale ni an authorization letter from the applicant
is provided)
Page 11 of 11
PCN Form – Version 1 3 December 10 2008 Version

r'
BRIDGE REPLACEMENT
B -4488 CRAVEN 176
SR 1763, CHURCH ROAD OVER SOUTHWEST PRONG OFSLOCUM CREEK
HAVELOCK USGS QUAD MAPAND SHEET NUMBER 15 OF
THE SOIL SURVEY OF CRAVEN COUNTY LOWER NEUSE 03020204
FIRM PANEL 6422 J SOUTHWEST PRONG
MAP NUMBER 3720642200 J SLOCUM CREEK C;Sw;NSW
MARCH], 2011
''• 5 � Mel �, _ r ' � � � �a
CRAVEN 176
• ; a' t �' Oa Y= 421865.2476
`` ec • ?' '�` art r X 2622652.1865 '
Al au rt n r rr
�.- N 34 -53 -29
h: Y < -~ ' W 76n- 55' -24"
N 34.891253 DEGREES
• r .,Y W 76.923405 DEGREES
f
a y• a� /1 /s
y i�'i a CC
Blvd
ra
`''� s C ? •r, s o ., ., ant r r
;-CRQATA v
28 s
Ri d F E
27
26
1 inch = 2,000 feet
0 875 1,750 3,500 5,250 7,000
Feet �S
A.
/i ^ y

{ 4
Wetland Restoration Plan
Bridge Replacement over Southwest Prong of Slocum Creek
Craven County
STIP B 4488
WBS No 33725 1 1
April 26 2012
10 BASELINE INFORMATION
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No 176
on SR 1763 over Slocum Creek (STIP B 4488) in Craven County The study area lies in the
coastal plain physiographic region of North Carolina Topography in the project vicinity is nearly
level to gently rolling Elevations in the study area range from 5 to 20 ft above sea level Land
use in the project vicinity consists primarily of forested, low density commercial and residential
development
Water resources in the study area are part of the Neuse River Basin (U S Geological Survey
[USGS] Hydrologic Unit 03020204) Three streams, Slocum Creek and two unnamed tributaries
to Slocum Creek were identified in the study area No waters classified as High Quality Waters
(HQW), Water Supplies (WS I undeveloped watersheds or WS II predominately undeveloped
watersheds), or Outstanding Resource Waters (ORW) occur within 1 0 mile of study area The
Craven County Soil Survey identifies four soil types within the study area The soils are
Goldsboro Loamy fine sand (GoA) Masontown mucky fine sandy loam and Muckalee sandy
loam (MM), Norfolk loamy fine sand (NoB) and Norfolk Urban land complex (NuB) All of
these soils represent hydric soil type composition except the Norfolk Urban land complex
2 0 SITE SELECTION
TIP B 4480 will involve replacing bridge No 176 on SR1764 over Slocum Creek in Craven
County as well as performing improvements to the approach roadway of the replacement
structure The existing 116 foot long by 25 foot wide concrete bridge will be replaced with a
proposed 300 foot long by 42 foot wide concrete bridge on new alignment Permanent wetland
impacts associated with this project are 0 75 acres (34 729 Sq ft ) of Riverine Swamp Forest
According to the NRTR dated May 2010 the wetlands adjacent to Slocum Creek are classified
as Riverine Swamp Forest Its canopy is dominated by laurel oak red maple bald cypress and
green ash The causeway for the southern approach to the bridge is situated in the floodplain of
Slocum Creek and has wetlands along the toe of slope on both sides The causeway is
approximately 60 ft wide and 478 ft long

3 0 SITE PROTECTION INSTRUMENT
The mitigation area will be located within the NCDOT Right of Way for the project It will be
managed to prohibit all use inconsistent with its use as mitigation property including any
activity that would materially alter the biological integrity or functional and educational value of
the site, consistent with the mitigation plan
The site will be placed on the NES mitigation geodatabase After closeout the site will placed in
the NCDOT Stewardship Program for long term management and protection
4 0 OBJECTIVES
The goal of the project is to restore 0 66 acres of Riverine Swamp Forest wetlands The
functional restoration of the wetland site will be accomplished through the removal of 28,680
square feet (0 66acres) of existing causeway
5 0 MITIGATION WORK PLAN
The mitigation area will be constructed in conjunction with STIP B 4488 Construction activities
involve pavement and causeway removal, site grading and site planting Once the pavement and
causeway have been removed the site will be graded to match existing adjacent reference
wetland elevation The site will be ripped and disked if necessary
The Natural Environment Section shall be contacted to provide construction assistance to ensure
that the mitigation areas are constructed appropriately
Following the successful completion of site grading, the wetland restoration area will be planted
on 8 foot centers with native species typical of the adjacent wetland community including
American sycamore (Platanus occidentahs), water oak (Quercus nigra), river birch (Betula
nigra) and green ash (Fraxinus pennsylvanica) depending on seedling availability Native grass
seed and mulch will also be placed on any disturbed areas within the wetland restoration site for
stabilization purposes according to the guidance and standard procedures of NCDOT s Roadside
Environmental Unit An as built report will be submitted within 60 days of completion of the
project
6 0 PERFORMANCE STANDARDS
Success for vegetation monitoring within the wetland areas are based on the survival of at least
260 stems of five year old trees at year five The target elevation is based on the reference
wetland areas and will be verified during construction Constructing the site at the adjacent
wetland elevation will ensure the hydrology in the restored area is similar to the hydrology in the
reference area

7 0 MONITORING REOUIREMENTS
Upon successful completion of construction the following monitoring strategy is proposed for
the 0 66 acres of wetland restoration No specific hydrological monitoring is proposed for the
wetland mitigation areas Vegetation monitoring will consist of counts of planted stems within
50 x 50 foot plots established within the restoration area
These monitoring activities will be conducted for five years and documented in an annual report
distributed to the regulatory agencies
8 0 OTHER INFORMATION
The wetland plant community associated with B 4488 adjacent to Slocum Creek is a Rrverine
Swamp Forest based on NCWAM field assessment methodology This is the reference wetland
that will be used for the project
9 0 DETERMINATION OF CREDITS
Per the NCDOT plans and 401/404 permit application for STIP B 4488, NCDOT proposes to
restore 0 66 acres of riverine wetlands for permanent impacts associated with the project at a 1 1
ratio An as built report will be submitted within 60 days of completion of the project to verify
actual constructed acreage The success of the mitigation area and determination of total credits
will be based upon successful completion and closeout of the monitoring period
9 1 CREDIT RELEASE SCHEDULE
NCDOT proposes immediate full release of the proposed 0 66 acres of restored riverine
wetlands at a 1 1 ratio as on site mitigation for the riverine wetland impacts associated with B
4488
10 0 GEOGRAPHIC SERVICE AREA
The proposed Geographic Service Area (GSA) for the mitigation area is composed of the
Hydrologic Cataloging Unit (HUC) 03020204 All wetland credits will be used for B 4488
110 MAINTENANCE PLAN
The site will be held by NCDOT and placed on the NES mitigation geodatabase Once
monitoring is completed and the site is closed out it will be placed in the NCDOT Stewardship
Program for long term maintenance and protection
If an appropriate third party recipient is identified in the future, then the transfer of the property
will include a conservation easement or other measure to protect the natural features and
mitigation value of the site in perpetuity

12 0 LONG TERM ADAPTIVE MANAGEMENT PLAN
The site will be managed by the NCDOT according to the mitigation plan In the event that
unforeseen issues arise that affect the management of the site any remediation will be addressed
by NCDOT in coordination with the Interagency Review Team
13 0 FINANCIAL ASSURANCES
NCDOT is held by permit conditions associated with B 4488 to preserve the wetland restoration
area NCDOT has established funds for each project within each Division to monitor the
mitigation site and to protect it in perpetuity

Brame, Bill Jr
From Johnson Jay B
Sent Monday April 30 2012 8 22 AM
To Brame Bill Jr
Subject FW B 4488
Attachments B 4488revised2 doc
Original Message
From Paugh Leilani Y
Sent Friday April 27 2012 3 48 PM
To Steffens Thomas A SAW Johnson Jay B
Subject B 4488
Hi Tom
I have attached the mitigation plan for the onsite wetland restoration for B 4488 1 also confirm that we will debit the
Croatan WMB at a 2 1 ratio for the remaining wetland and stream mitigation need based on the following impact
numbers
Permanent Stream Impacts = 232 linear feet Croatan WMB debited 464 feet of stream restoration
404 Wetland Impacts = 32 509 sq ft or 75 acres
Onsite mitigation = 28 680 sq ft or 66 acres
Wetland mitigation needed = 3829 sq ft or 09 acres Croatan WMB debited 0 18 acres of riverine wetland restoration
If you have any questions please let me know
Thanks
LeiLani
Email correspondence to and from this sender is subject to the N C Public Records Law and may be disclosed to third
parties
1

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
Mr Stephen Lane
NCDCM
400 Commerce Ave
Morehead City N C 28557
252 808 2808 ext 208
4/18/2012
Subject CAMA Mayor Permit application for Craven 176 B -4488
EUGENE A CONT , 7R
SECRETARY
Dear Mr Lane,
In reference to project B 4488 Craven bridge #176 in Craven County, (WBS element
number 33725 1 2) Please find attached a CAMA Mayor Permit application and drawings
indicating scope of work to be done
Project B -4488 replaces bridge number 176 on Church Street over Southwest Prong
Slocum Creek in Craven County The new bridge will be constructed along the US 70
service road alignment and Church Street will be tied into the service road The new
alignment will provide better connectivity for access to businesses, residences, and
community centers along the service road This will reduce the number of trips that need
to access US 70
The proposed alignment for the relocated portion of Church Street was determined based
on existing development on Church Street and providing a perpendicular connection with
the service road Tlus design reduces the impact to the residential property (condemning
property) and provides a safe intersection of the service road and the relocated portion of
Church Street A 450 foot centerline radius was used on the relocated portion of Church
Street to minimize the overall impacts to both the natural and built environment
NCDOT proposes the installation of a 10 x 6' reinforced concrete box culvert at the
location the relocated portion of Church Street crosses the unnamed tributary to the
southwest prong of Slocum Creek The drainage area for this structure is 113 acres It is
a generally accepted practice for NCDOT to design a box culvert in the coastal plain
region for drainage areas less than 3200 acres (5 square miles) in the coastal plain region.
The culvert is designed on at a skew angle of 120 degrees to minimize the impact to the
existing stream, maximize the length of open channel, and to protect the proposed
embankment material for the new bridge on the service road A greater skew angle would
direct the discharge from the culvert more toward the embankment and may result in long
term maintenance and stability issues for the roadway embankment The proposed culvert

alignment does not affect the hydrology of the adjacent wetlands Upstream of the culvert
the unnamed tributary has been significantly modified m the past Within a few hundred
feet upstream of the culvert the stream is piped with a 36 inch pipe
A number of design elements have been incorporated into the project to avoid and
rmm uze project mnpacts to the natural environment The roadway slopes are designed
with 2 1 slopes instead of 3 1 slopes to mmmm».e 404 wetland impacts The profile grade
for the relocated portion of Church Street is designed with a sag to get the new roadway
as low as possible to minimize its footprint Deck drams have been eliminated on the new
bridge The storm water is being drained through the wetlands outside of the buffer zones
as requested to increase treatment prior to entering Slocum Creek Sheet piles are being
used for temporary shoring instead of fill material The existing causeway which was prior
fill in wetlands is being removed down to the elevation of the adjacent wetlands to provide
on -site mitigation for almost all of the 404 wetland impacts The balance of impacts will
be obtained from EEP or other NCDOT wetland banks
Due to the amount of wetland impacts a USACE individual application (ENG FORM
4345) has been completed for this project and a completed PCN form has been sent to the
USACE and DWQ for review Please refer to the detailed drawings for the proposed
project
Should you have any questions please give me a call
Cc Garcy Ward DWQ
Tom Steffens USACE
Since ly,
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