20110931_Scoping Comments_20120705

o�
NCDENR
North Caro i era Department of Environment and Natural Resw%ee 201? `
Division of Coastal Managemeni %0$41 o,
Beverly Eaves Perdue R axton C Davis eman
Governor Director ENR --FR® Sectary
JUL 1 1 2012
June 28, 2012 DWQ
MEMORANDUM
TO David Wainwright
Division of Water Quality
FROM Doug Huggett
Mayor Permits Processing Coordinator
SUBJECT CAMA/DREDGE & FILL Permit Application Review
Applicant NCDOT- SR1406
Project Location Onslow County SR 1406 (Pitney Green Rd) from US 17 to Hwy 24 crossing
Little Northeast Creek, Northeast Creek, and Poplar Creek in the City of
Jacksonville
Proposed Project Proposes to widen SR1406 from US 17 to NC 24 and construct new bridges
over Little Northeast Creek and Northeast Creek
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 18, 2012 If you have any questions regarding the proposed project please contact
Stephen Lane, Permit officer at [phone] When appropriate in depth comments with supporting
data is requested
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached comments
SIGNED �2� DATE
400 Commerce Ave Morehead City NC 28557 One
Phone [phone] FAX [phone] Internet www nccoastalmanagement net NO Carolina
An Equal Opportunity 1 Affirmative Action Employer aturalltf

NCDENR
North Carolina Department of Environment and Na[ara
Dlvisicn of Coastal Ibiar•agemeni
/Beverly caves Perdue Sl ax,on C Davis
Governor Director
June 28, 2012
MEMORANDUM
TO David Wainwright
Division of Water Quality
FROM Doug Huggett
Major Permits Processing Coordinator
1
Resot irces-
'tg)Z, C i y� 2 12
N�ST-MIyq Freeman
,�etary
SUBJECT CAMA/DREDGE & FILL Permit Application Review
Applicant NCDOT- SR1406
Project Location Onslow County SR 1406 (Piney Green Rd) from US 17 to Hwy 24 crossing
Little Northeast Creek, Northeast Creek, and Poplar Creek in the City of
Jacksonville
Proposed Project Proposes to widen SR1406 from US 17 to NC 24 and construct new bridges
over Little Northeast Creek and Northeast Creek
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 18 2012 If you have any questions regarding the proposed project please contact
Stephen Lane Permit officer at [phone] When appropriate in depth comments with supporting
data is requested
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached comments
SIGNED DATE
400 Commerce Ave Morehead City NC 28557 NorthCarollna
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer Naturallff

i
I
I
L
I
i
ii
i
'7 l a
t
I11(A) Private non commercial
development if General Water
Quality Certification No 3490
(See attached) can be applied
$250
100%($250)
0%($0)
I Fr va nr n comme ct I
ceve oNrrent that does not involve
he fill 9 or excavation of any
Netland or open water areas
$250
10C` /o ($250)
0 °0 ;$0
111(C) If General Water Quality
III Public or commercial
♦development that does not involve
Certification No 3490 (see
the idling or excavation of any
attached) could be applied but
wetlands or open water areas
$400
100%($400)
0%($0)
III For development that involves
additional review and written
the filling and /or excavation of up
DWQ concurrence is needed
to 1 acre of wetlands and /or open
because of concerns related to
water areas determine if A B C
water quality or aquatic life
$400
60%($240)
or D below applies
III(D) If General Water Quality
I11(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 if General Water
Quality Certification No 3490
(See attached) can be applied
$400
100%($400)
0%($0)
111(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 quality or aquatic life
$400
60%($240)
40%($160)
III(D) If General Water Quality
Certification No 3490 (see
attached) cannot be applied
$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
600/ ($285)
40%($190)

IV
3
0
DIVISION OF COASTAL M - 1NAGE1NIEN T
FIELD INVES'T'IGATION DEPORT
AP PLICA -IT S NA'AE North Carolina Department of Tr- ,- portatlon
LOCH 1 IC I t CP PRD ;EC T SIiF S�14e6 (Pined Green P )nd) from US 1- to NT C 2 I �- ro��,irg
Little e -)rt' ear Creek � -)rtheast Creek and Poplar Creek rP the City oj Jacksonville On -,Iow County
Photo rode; 2006 31 6a 18 (C, X 17 20) 2000 31 415 (A X 5 8)
State Plane Coordinates X 2 492 216 Y 376 705
Latitude 34° 46 26 N Longitude 77° 21 39 W
INVESTIGATION TYPE CAMA
INVESTIGATIVE PROCEDURE Date of Site Visit — April 26 2012 and June 26 2012
Was Applicant Present — Yes No
5 PROCESSING PROCEDURE Application Received Complete June 20 2012
Office — Morehead City
6 SITE DESCRIPTION
(A) Local Land Use Plan — Onslow County /City of Jacksonville
Land Classification From LUP — Medium Density Residential /Conservation
Transition/Developed/Urban Transition/Conservation City of Jacksonville
(B) AEC(s) Involved PTA CS
(C) Water Dependent Yes
(D) Intended Use Public
(E) Wastewater Treatment Existing — N/A
7
Onslow County
Planned N/A
(F) Type of Structures Existing — Road and bridges for public use
Planned - Road and bridges for public use
(G) Estimated Annual Rate of Erosion N/A
Source — N/A
HABITAT DESCRIPTION [AREA]
EXCAVATED FILLED OTHER
(A) Open Water
3 006 sf shading impacts
Section 404 Wetlands
7 4U5 s
3 920 sf temporary
s
st mech clearing
3 049 sf hand clearing
(C) High Ground
5 092 480 sf disturbed
(D) Total Area Disturbed 5,213 097 sq fl
(E) Primary Nursery Area No
(F) Water Classification SC NSW (Northeast Creek) Open No
C NSW (Little Northeast Creek and Poplar Creek) Open No
8 PROJECT SUMMARY The applicant proposes to widen SRI 406 from a two lane road to a four lane
road for 6 6 miles from US 17 to NC 24 and construct new bridges over Northeast Creek and Little
Northeast Creek

FIELD INVESTIGATION REPORT
NCDOT — PINEY GREEN ROAD WIDENING PROJECT (TIP U -3810)
PAGE #2
9 NARRATIVE DESCRIPTION
Project SettinIg
SRI 406 (Piney Green Road) is located on the west side of the City of Jacksonville and runs
predominantly in a north to south orientation It connects with US 17 at its northern terminus and
with NC 24 at its southern terminus Directly across the intersection from where Piney Green Road
meets NC 24 is a gated entrance to Camp Lejeune which is heavily utilized by Marine Corps
personnel to enter and exit the base Piney Green Road is classified as a major thoroughfare in
Jacksonville s Urban Area Transportation Plan Average daily traffic volumes range between 17,000
and 25 000 vehicles per day The road operates at a Level of Service (LOS) E based on the Highway
Capacity Manual and is projected to operate at LOSE to F by the year 2030 The project is 6 6 miles
in length and crosses over several streams including Little Northeast Creek Northeast Creek and
Poplar Creek The predominant land use along Piney Green Road is residential homes with
businesses interspersed along the road and concentrated towards the ends near the intersections with
US 17 and NC 24 Mixed hardwood forest type vegetation exists along the high ground portions of
the project with cypress gum swamps and coastal plain small stream swamps adjacent to the
streams Elevations in the project area range from approximately 20 to 40 above Mean Sea Level
The existing roadway is a paved two lane highway with a center turn lane for the majority of the
road length The typical paved cross section is 36 wide with grass shoulders beyond that The road
crosses over several creeks and streams with the largest being Little Northeast Creek Northeast
Creek and Poplar Creek The bridge over Little Northeast Creek is 120 long by 39 wide and rt is a
concrete bridge consisting of three spans There is 32 of horizontal clearance and 6 of vertical
clearance under the bridge however three utility lines approximately 15 downstream of the bridge
limit clearances to 27 horizontally and 5 vertically Only small boats are able to navigate through
the existing opening Two 43 long by 9 wide by 8 high Reinforced Concrete Box Culverts
(RCBC) carry Poplar Creek under Piney Green Road Poplar Creek is not navigable upstream of
Piney Green Road however it is navigable by canoe/kayak downstream of the road Northeast
Creek splits into two channels under Piney Green Road with the northern channel flowing only
during storm events and the southern channel being the main channel Bridge #118 crosses the
northern channel and is 78 long by 56 wide while Bridge #119 crosses over the main channel and
is 98 long by 56 wide Bridge #119 has two concrete bents in the water There is approximately
16 of horizontal clearance and 6 8 of vertical clearance under the bridge The main channel of
Northeast Creek is navigable by small craft such as canoes up and downstream of the Bridge #119
There are no stormwater runoff controls on the bridges or road and the stormwater sheet flows
directly into the adjacent ditches and streams There are existing utility lines (cable TV, electric,
sanitary sewer telecommunication and water) within the Right of Way adjacent to the road The
N C Division of Coastal Management issued General Permit 58372 on November 3 2011 to the
NCDOT for the relocation of utility lines currently located adjacent to Piney Green Road and the
work is currently ongoing
Little Northeast Creek and Poplar Creek are classified as Class C NSW and Northeast Creek is
classified as Class SC, NSW waters by the Environmental Management Commission in the area of
the proposed construction They are classified by the North Carolina Wildlife Resources
Commission as Inland Waters but not Primary Nursery Areas The waters are closed to shellfishing
by the Shellfish Sanitation Section of the Division of Marine Fisheries Little Northeast Creek is

FIELD INVESTIGATION REPORT
NCDOT — PINEY GREEN ROAD WIDENING PROJECT (TIP U 3810)
PAGE #3
51 wide and 6 , deep at the -oject s,,- The main cb -n-nel or ,Io*-theast Cr: ek is approx,r -ately 3G
vide and 2 deep Poplar Creek is un to '10 „ide and 4 deep immediately do,vnst cam of Piney
Green Road
Project Proposal
NCDOT proposes to widen SR1406 an undivided three lane facilrtv to a divided four lane
facility The project would begin at the intersection of SR1406 and US 17 at the north end of the
project and continue in a southwesterly direction for 6 6 miles to the intersection of SR1406 and NC
24 widening on either side of the existing route utilizing a best fit alignment The road would
have a 23 wide grassed median between the north and south bound lanes Each direction of traffic
would consist of an inside travel lane 12 wide and a 14 wide outside travel lane to accommodate
bicycles The road would have 15 wide curb and gutter sections adjacent to the inside travel lanes
and 2 5 wide curb and gutter sections adjacent the outside travel lanes for roadway drainage Turn
lanes would be incorporated into the road structure as necessary to facilitate safe exiting off of Piney
Green Road onto existing side roads The widening project would require additional structures over
Little Northeast Creek Northeast Creek and Poplar Creek
The new bridge over Little Northeast Creek would be 125 long and 39 wide and would be
constructed on the east side of the existing bridge The new concrete cored slab bridge would consist
of two 40 spans and one 45 span The bridge would include one bent within the creek and one in
the adjacent wetlands The new bridge as proposed would be approximately the same height as the
existing bridge with navigation clearance under the bridges being approximately 6 above the
normal water level of Little Northeast Creek NCDOT has proposed to construct the bridge utilizing
top down construction To allow increased flow through the floodplain adjacent the creek two 36
diameter x 145 long RCPs would be installed under the road on the north side of the bridges
The existing two barrel culvert on Poplar Creek would be replaced with a three barrel RCBC 145
long 10' wide and 9 high The culvert would be buried one foot below the creek bottom to allow
for aquatic life passage during low water events The two outside barrels would be benched with 2
sills on the inlets to funnel flow to the inside barrel during normal water flow levels The two
outside barrels would provide the additional capacity needed to handle storm flows To construct the
new culvert, a 45 long temporary diversion channel and a detour structure consisting of two
approximately 70 long x 84 diameter culverts with a headwall on the east end would be built
upstream of the existing culvert This would allow the proposed culvert to be constructed in the
dry 1 he existing structures and as much of the temporary pipes as possible would be removed once
construction of the new culvert was complete 1 he creek would then be permanently diverted into
the new culvert
The new bridge over Northeast Creek as proposed would be a cored slab concrete bridge 305 in
length and 36 in width The bridge would be constructed on the west side of the existing bridge and
would entirely span both channels of the creek Top down construction techniques would be used to
build the bridge so that a temporary work bridge would not be required The new bridge would
include one bent within the overflow channel and one bent on the northern edge of the main channel,
the remainder of the bents would be placed on the high ground between the two channels The bases
of the bridge would be stabilized with 415 linear feet of rip rap up to 75 wide to protect the bridge

FIELD INVESTIGATION REPORT
NCDOT — PINEY GREEN ROAD WIDENING PROJECT (TIP U -3810)
PAGE #4
from erosive forces during s*orm e ✓ents The applicant has also proposed to coristrict two 72
diameter x 77 long Reinforced Concre *e Pipes (RCP) as floodplain pipes within the high ground
between Bridge 118 and Bridge 119 The ends of the pipes would have headwalls and the ground
would be excavated on each end to allow
stormwater to flow through the pipes
The proposed bridges over Little Northeast Creek and Northeast Creek would have one 12 wide
inside travel lane one 14 wide outside travel lane and a 6 2 wide raised bicycle /pedestrian
walkway The bridges would also have standard concrete guardrails along the inside lanes with
bicycle safe rails adjacent to the bicycle /pedestrian walkways
The road widening project will require the realignment and reworking of multiple intersections
along Piney Green Road Multiple culverts drainage ditches, and pre formed scour holes are also to
be constructed or reconfigured with the project as shown on the plans provided for the project Three
of those culverts would be placed within jurisdictional streams to allow for the expanded roadway
width and would replace existing culverts
A 9 wide x 8 high x 172 long RCBC would be placed within an unnamed tributary to Northeast
Creek at Sta 51 +68 to replace the existing 87 x 63 x 60 corrugated metal pipe arch At Sta
274 +68 the two existing 60 diameter x 55 long RCPs would be replaced with one 11 wide x 7
high x 132 long RCBC within a unnamed tributary to Mott Creek NCDOT has also proposed to
replace the existing 66 diameter x 80 long RCP at Sta 329 +70 within another unnamed tributary to
Mott Creek with a 9 wide x 8 high x 124 long RCBC
The applicant has proposed to construct on site wetland mitigation to offset the wetland impacts
associated with project The proposed site is located on the east side of Piney Green Road between
Sta 222 +68 to 233 +72 and is adjacent Little Northeast Creek It was previously a cypress gum
swamp that is currently maintained as high ground with fill depths ranging from 1 to 5 A utility
easement containing overhead power lines and an underground sewer line crosses the western edge
of the mitigation site
The mitigation site would preserve 7 87 acres of riverine swamp forest would restore 0 91 acres
of riverine swamp forest, and restore 0 14 acres of non tidal freshwater marsh The work would
entail excavating the high ground down to adjacent wetland elevations and replanting the site with
site appropriate wetland plants The mitigation site would be constructed concurrently with the
roadway project
Anticipated Impacts
As proposed the widening of Piney Green Road from a two lane road to a four lane road would
result in the permanent filling of 80 586 sq ft of Section 404 Wetlands It would also cause the
temporary excavation of 3,920 sq ft of Section 404 Wetlands and the permanent excavation of
7,405 sq ft of Section 404 Wetlands adjacent to the project The applicant has applied to
mechanically clear 22 651 sq ft and hand clear 3 049 sq ft of Section 404 Wetlands for the project
No temporary or permanent impacts to any Coastal Wetlands are anticipated with the project
The applicant s proposal to construct a wetland mitigation site adjacent to the project would result
in the restoration of 6,098 sq ft of non tidal freshwaster march, 39,640 sq ft of riverme swamp
forest restoration, and 342 817 of riverme swamp forest preservation To offset the remaining
impacts from the project the applicant has purchased 33 977 sq ft of riparian wetland mitigation

FIELD INVESTIGATIOiN REPORT
NCDOT — GREEN ROAD WIDENING PROJECT (TIP IJ- 38I0)
PAGE 45
credit and 1 140 1 nc - fe-t of strew rriti.,atior cred t f--,m the E- osyslerr En_; ancem t
P-o -ram (EEP)
�i e proposed bciciacs o\ er Little Nor*nea�:,{ Creek anci Northeast Cret'c would permaomtly shade
3 006 sq ft of open water The vertical and horizontal clearances under &e bridges at Little
Northeast Creek and ",4 ortheast Creek would remain essentially the same therefore the construction
of the bridges is not anticipated to impact navigation
The relocation and channeling of non navigable streams for causeway expansion would
temporarily impact 227 linear feet ofjurisdictional stream and permanently impact 1 440 linear feet
of jurisdictional stream The project would result in 5 092 480 sq ft of high ground disturbance
resulting from the lane additions construction of the new road shoulders and construction of
stormwater conveyances such as ditches and swales
The applicant has proposed to not do any in water work from February 15 through June 15 to
lessen impacts that may be associated with anadromous fish migration in Little Northeast Creek
Poplar Creek and Northeast Creek NCDOT has also committed to build the bridges with no deck
drains over surface waters and to construction the bridges utilizing top down construction
techniques Multiple other efforts have been integrated into the project design to minimize and avoid
impacts including utilizing 3 1 slopes in jurisdictional wetland areas the use of hand clearing only
in wetlands where practicable and the burial of all culverts in steams one foot below the steam bed
to allow aquatic life passage during low flow events A localized increase in turbidity can be
expected during the in water construction portion of the bridges and culverts The applicant s
commitments reduce potential impacts to the surrounding environment The public is expected to
benefit upon completion of the project by the reduction of congestion and increased safety on Piney
Green Road
Submitted by Stephen Lane — Morehead City District — June 27, 2012

STATE OF NORrP CARO,Ei
DFPA RTWE TT OF TR A-NITS -PORT L T1i-) N
BEVERLYE,,VESPE(DUE EU0ENE A CONTI JR
GOVE2NOR JL FTaRY
April 20 2012
Wilmington Regulatory Field Office N C Dept of Fnvironment and Natural Resources
US Army Corps of Engineers Division of Coastal Management
69 Darlington Avenue 400 Commerce Avenue
Wilmington North Caiolma 28403 Morehead City NC 28557
ATTN Mr Brad Shaver ATTN Mr Stephen Lane
NCDOT Coordinator NCDOT Coordinator
Reference 404 Nationwide 12 Authorization 11/8/2011
401 Water Quality Certification (20110931v 2) issued 10/31/2011
CAMA General Permit (58372) issued 11/3/2011
Dear Sirs
Subject Application for Individual Section 404, Section 401 Water Quality Certification, and
CAMA Mayor Development Permit for the proposed widening of SR 1406 (Piney Green
Rd) from NC 24 to US 17 in Onslow County Federal Aid Project No STP 14Q6(4) TIP
No U 3810 Debit $570 00 from WBS 35801 1 1
The North Carolina Department of Transportation ( NCDOT) Division of Highways in consultation
with the Federal Highway Administration (FHWA) proposes to widen SR 1406 (Piney Green Rd)
from NC 24 to US 17 from a two lane to a four lane median divided curb and gutter facility for a
total distance of 6 6 miles
The purpose of this letter is to request approval for a Section 404 Individual Permit a Section 401
Water Quality Certification and a CAMA Mayor Development Permit In addition to the cover
letter ENG Foim 4345 and CAMA MP Forms this application package includes the following for
U 3810 permit drawings half size roadway plans On site Mitigation Plan EEP Acceptance Letter
CAMA landowner certified mail receipts and Guidelines for Avoiding Impacts to the West Indian
Manatee Precautionary Measures for North Carolina Waters
1 0 Purpose and Need
The purpose for this project as identified in the Final Environmental Assessment (EA) is to increase
capacity and improve traffic operations thus meeting the design year (2030) traffic demand with
acceptable levels of service
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699 1598
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW NCDOT ORG
LOCATION
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610 4328

20 Project Desk r ption
The improvements ip, clye the vviderirg of SR t406 (Pirey Creen Rai from SIC 24 to US 17 from a
two lane to a fcui lane median div ded u b and gutter facility fog a total distance of 6 6 milts
30 Summary of fmp icts
Waters of the U S Piopo�ed ii-ripact to jurisdictional a ens ro at -- )4 acres of permanent wetl ind
impacts 0 09 acre of temporary wetland impacts 1 140 feet of permanent stream Impacts 309 feet of
bank stabilization and 227 feet of temporary stream impacts
40 Summary of Mitigation
The proposed construction of U 3810 will impact 2 54 acres of riparian wetlands that will require
mitigation In addition the unavoidable impacts to 1 140 linear feet of jurisdictional stream will also
require mitigation Additionally the NC Division of Water Quality requires mitigation for the 309
feet of bank stabilization subject to the 150 foot threshold per stream See Attached Mitigation Plan
with drawings and the EEP acceptance letter for additional information
50 Project Schedule
Currently U 3810 has a review date of July 31 2012 and is scheduled to let September 18 2012 it
will be available for construction shortly thereafter The let date however may advance as
additional funds become available
60 NEPA Document Status
The FHWA and NCDOT completed the EA in July 2007 in compliance with the NEPA guidelires
The EA explains the purpose and need for the project provides a description of the alternatives
considered and characterizes the social economic and environmental effects The EA was
approved and circulated to federal state and local agencies Then following the EA a Finding of No
Significant Impact (FONSI) Statement was completed September 2008 Copies of the project
documents have been provided to regulatory review agencies involved in the approval process
Additional copies will be provided upon request
61 Independent Utility
U 3810 is in compliance with 23 CFR Part 771 11 l(f) which lists the FHWA characteristics of the
independent utility of a project The project meets the criteria for independent utility as discussed
below
• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope
• The project is usable and a reasonable expenditure of funds even if no additional
transportation improvements are made in the area and
• The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements
IJ

70 Resouree Status
The project is located in the White Oak River Bain and lies within Li iclrologic Unit 03030001
(Subbasin 03 0-) 02) ThtS is 1- ithin the Southern Oater Coastal Pl-ilr --co region 'he project
crosses Northe i t Creel. Little Ncr beast { reek popl ii Creels Mott ,reek and their tributaries
71 Wetland Delineawons
A wetland identification and preliminary asses -,ment analysis for the study area was performed and
summarized in the 2006 Natural Resources Technical Report (NRTR) The wetlands within the
study area were delineated based on the 1987 U S Army Corps of Engineers (USACE) Wetland
Delineation Manual and a preliminary design was prepared to avoid and minimize wetlands to the
maximum extent possible Wetland delineations were completed between April and May 2005
Jurisdictional verification of the wetlands occurred on March 15 2006 with a representative of the
USACE Subsequently wetland delineations were updated between December 2011 and January
2012 This delineation was later field verified by Mr Brad Shaver of the USACE Wilmington
District and Mr David Wainwright and Mr Mason Herndon with the N C Division of Water
Quality ( NCDWQ) on January 25 2012
72 Stream Delineations
Data collected for streams were derived from USGS topographic maps the Onslow County Soil
Survey (USDA 1992) and site reconnaissance The data included stream classification which was
presented in the NRTR Stream delineations were completed between April and May 2005 and
verified on March 15 2006 with a representative of the USACE Stream delineations were updated
between December 2011 and January 2012 and later field verified by Mr Brad Shaver of the
USACE Wilmington District and Mr David Wainwright and Mr Mason Herndon with the
NCDWQ on January 25 2012
73 U -3810 Characterization of Jurisdictional Saes
7 3 1 Wetlands
There are four wetland communities found within the project study area based on the Cowardin
classification Palustrine Forested Broad Leaved Deciduous (PFO1) Palustrine Forested Broad
Leaved/Needle Leaved Deciduous (PFO1 /2) Palustrine Unconsolidated Bottom (PUB) and
Palustrine Scrub shrub (PSS) More detailed information about these wetlands can be found in the
EA and the NRTR which includes figures showing the wetlands within the project area
732 Stream s
Best Usage Classifications for Little Northeast Creek Poplar Creek Mott Creek and their tributaries
within the project study area are classified as C, NSW Northeast Creek and its tributaries are
classified as SC NSW' Details on the jurisdictional streams within the project area are provided in
the EA and NRTR
There are no waters within the project vicinity classified as High Quality Waters (HQW) Neither
Water Supplies (WS I undeveloped watersheds or WS 1I predominately undeveloped watersheds)
nor Outstanding Resource Waters (ORW) occur within 10 mile of the project study area Streams
3

within the U 3810 projeLA area aie not as Noah Carolina Natural or Scenic Risers or as
Nat,onal Wild and Scenic Rivers Addit -Pali Y these 'v ater3 art, not listed on the Final 2010 303(d)
list of impaired waters due to sedimentation of turbidity for *he White Oak River Basin
74 Ini pcacts to Jurisdiction a l Resources
lmpact3 tojimsdictional wetlai ds and suriacc \Ala +ers ni',j 3810 a , s�imrnarized below in Tabl„s 1
& 2 respectively
Table 1 U -3810 Wetlands Impacts
Permit Drawing
Site Number
2012
Map Label ►n
EA (2007)
Type
Permanent
Impacts
(ac
Temporary
Impacts (ac)
Mitigation
Required*
2
_
Wetland 2
Riparian
066
0
Yes
3
Wetland 3
Riparian
004
0
Yes
4
Wetland 4
Riparian
054
002
Yes
_
5
Wetland 5
Ri arian
094
007
Yes
7
Wetland 10
Ri arian
0 19
0
Yes
9
N/A
Riparian
01
0
Yes
10
N/A
Riparian
007
0
Yes
_
Total
254
009
86
* For permanent impacts
Table 2 U -3810 Surface Water Impacts
Permit
Drawing
Waterbody
Permanent
Bank
Temporary
Permanent
Temporary
Site
Labeled in FA
(it)
Stab(ft) t on
(ft)
(ac)
(ac )
Number
1
_
Stream 1 / UT 1
121
116
15
002
<0 01
Northeast Creel.
2
Stream 4/
86
0
0
001
0
Northeast Creek
3
Stream 5 /UT4
88
0
16
001
<001
Northeast Creek
4
Stream 6 /
290
28
48
0 11
001
Popular Creek
5
Stream 7/ Little
36
0
0
<0 01
0
Northeast Creek
6
Stream 8 / UT 1
209
_
73
47
004
<0 01
Mott Creek
8
Stream 10 / Mott
45
66
49
001
001
Creek
11
N/A
110
26
21
001
<0 01
12
Ditch
155
0
31
002
<0 01
Total
1,140
309
227
024
003
4

Permanent Impacts Proposed pet-manent jr-pacts for L 3810 inc+ade fill e cavation and
meth nized clearing in 2 54 acres c,t flpii uii wetlai ds Pcopo,ed pc,manent imfac,ts tG surface
v,/at,--s ar° 1 140 linear feet Bank -n,l zat ci totals V)9 It year f -et
Temporary Impacts There will be 227 linear feet or temporary impacts to surfact water due to
bridge construction and pipe installations In add rion there will be 0 07 acre of temporary
excavation in the wetlands for the on site mitigation
Hand Cleariniz There will be 0 07 acre of hand clearing in jurisdictional wetlands due to project
construction
Utility Impacts Utility impacts have been authorized by a previous 404 Nationwide 12 Permit 401
Water Quality Certification (20110931v 2) issued 10/31/2011 and a CAMA General Permit (58372)
issued 11/3/2011
80 Protected Species
The United States Fish and Wildlife Service ( USFWS) list 13 federally protected species for Onslow
County as of the March 21 2011 listing (Table 3)
Table 3 Federallv Protected Snecies in Onslow Countv
Scientific Name
Common Name
Federal
Status
Habitat
Biological
Conclusion
Alligator mississippiensis
American alligator
T(S /A )
Yes
N/A
Cheloma m das
Green sea turtle
T
No
No Effect
Dermochel s coriacea
Leatherback sea turtle
E
No
No Effect
Caretta caretta
Loggerhead sea turtle
T
No
No Effect
Charadrius melodus
Piping lover
T
No
No Effect
Pccoides borealis
Red cockaded woodpecker
E
No
No Effect
Aci enser brevirostrum
Shortnose sturgeon
E
Yes
No Effect
Trcchechus manatus
West Indian manatee
E
Yes
MANLAA
Thalictrum coole i
Cooley s meadowrue
E
No
No Effect
Carex lutea
Golden sedge
E
No
No Effect
Lindera mehssi oha
Pondberry
E
Yes
No Effect
L simachia as erulae olia
Rough leaved loosestrife
E
No
No Effect
Amaranthus unulus
Seabeach amaranth
T
No
No Effect
Key E= Endangered T= Threatened T(S /A) = Threatened (Similarity of Appearance) MANLAA=
May Affect Not Likely to Adversely Affect
A Concurrence Request providing a Biological Conclusion for pondberry was submitted to the
USP WS in March 3 2008 The USFWS responded with concurrence on March 5 2008 A copy of
the USFWS concurrence letter is included in the EA USFWS concurred with the MANLAA
Biological Conclusion for the West Indian manatee in an August 21 2007 comment letter on the EA
This concurrence was based in part on NCDOT's agreement to implement the usual guidelines for
E

avoiding impacts to &e 'West Indian manatee Prei autlor ary i1vlea,urrs for Construution A+.tivitie�, in
North Carolina Watcrq
A review of the North Carolin -t Natural Nerifage Program (NCNHP) databast updated January 2012
indicated no occanence6 of protccoed �pecic, tin ithin one mile of the protect study arca
81 Balm and Golden Fad, le Prote0ion A-t (BGP t)
In the July 9 2007 Federal Register (72 37346 37372) the bald eagle was declared recovered and
removed (de listed) from the Federal List of Threatened and Endangered wildlife This delisting took
effect August 8 2007 After delistmg the Bald and Golden Eagle Protection Act (Eagle Act) (16
U S C 668 668d) became the primary law protecting bald eagles Surveys were conducted during
the April and May sites visits no nests were found within 660 feet of the projec+ limits
82 Moratoria
An in stream work moratorium of February 15 to June 15 is required for Northeast Creek Poplar
Creek and Little Northeast Creek for anadromous fish species
90 Cultural Resources
The State Historic Preservation Office (HPO) requested surveys for historic structures in a memo to
NCDOT dated April 12 2005 A field survey of the Area of Potential Effects (APE) was conducted
in May 2005 by an architectural historian The results were that there are no National Register listed
or National Register eligible properties within the APE for this project Copies of
HPO s letter and the concurrence form are included in Appendix A of the EA
In the same memorandum dated April 12 2005 HPO determined that it is unlikely that any
archaeological resources that may be eligible for inclusion in the National Register of Historic Places
will be affected by the project They therefore recommend that no archaeological investigation be
conducted in connection with this project
10 0 FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA state and local
floodway regulations
110 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid
and minimize jurisdictional impacts and to provide full compensatory mitigation of all remaining
unavoidable jurisdictional impacts Avoidance measures were taken during the planning and NEPA
compliance stages minimization measures were incorporated as part of the project design
111 Avoidance and Minimization
All Jurisdictional features were delineated field verified and surveyed within the corridor for U
3810 Using these surveyed features preliminary designs were adjusted to avoid and /or minimize
n

impacts to jurisdictional area NCDOT' employs many strategies to avoid and mi -imize imoacts to
juri�;dictional areas in ad of its designs Mar / of the ,)c stratec -.b Have been im orporaLed in o BMP Zn
docil,rents that is -e oven reviev -ed and approved by the re,ource agencies and -which -- I1 be
folivtij ed throi -1-out cc nstruc¢i -), All v etiand area- not aff ,-c ed by the orojec, will be p gtected
fro- unneuessary encrD ichment Ifdividual avoidance ana minimization items are -�. follows
'yo stag ng of c,onstt action eqt, pm,.nt or storage o construt.rion supplies will or allowed it
wetlands or near surface waters
® The project was designed to avoid or minimize disturbance to aquatic life movements
NCDOT and its contractors will not excavate till or perform land clearing activities within
Waters of the U S or any areas under the jurisdiction of the USACE except as authorized by the
USACE To ensure that all borrow and waste activities occur on high ground except as
authorized by permit the NCDOT shall require its contractors to identify all areas to be used to
borrow material or to dispose of dredged fill or waste material Documentation of the location
and characteristics of all borrow and disposal sites associated with the project will be available to
the USACE on request
• Preformed Scour Holes will be used where practicable
• Grass Swale treatment will be attempted in areas where flat slopes can be maintained
Y Proposed culverts will be buried 1 ft to provide for fish passage
S Cross pipes in jurisdictional streams will be buried lft for all pipes
• All wetlands will receive diffused flow
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal
• Special Sediment Control Fence will be used were applicable
• NCDOT will implement the Guidelines for Avoiding Impacts to the West Indian Manatee
Precautionary Measures for North Carolina Waters
• The use of hand clearing rather than mechanized clearing where possible
Y An in stream work moratorium of February 15 to June 15 is required for Northeast Creek Poplar
Creek and Little Northeast Creek for anadromous fish species
• Bridges will be constructed using top down construction
• The proposed bents are in line with the existing bridges bents in order to prevent additional
blockage
• The tail ditch at Sta 118 +00 -L Lt will be removed along with the outlet pipe and a new pipe
will be added connecting structure 335 to structure 336 This will eliminate the ditching into
wetlands The lateral ditch at this site will be widened accordingly
• Bank stabilization at outlet of culverts is not in the stream bed banks only
• 3 1 slopes in jurisdictional areas
113 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the gieatest extent
possible as described above The unavoidable impacts to jurisdictional riparian wetlands and surface
waters will be offset by compensatory mitigation provided by the on site mitigation and EEP
Table 4 enumerates stream impacts and mitigation iequirtd per USACE and NCDWQ requirements
Of the 2 54 acres of permanent wetland impacts 176 will be provided by on site mitigation EEP
will provide mitigation for the remaining 0 78 acre of permanent wetland impacts USACE does not
require mitigation for bank stabilization and NCDWQ does not require mitigation for less than 150
7

ft of impacts per stream As a resalt stream mitigat on requ red by USA.CE exceeds the amount
required by NCDWQ as showy below in Taole 4 Tnerefore the EEP will provide 2 280 feet of
mitigation See Attached Mitigation Plan Permit Drawirgs and EEP .Acceptance Letter for
additional information
Tahle 4 U 3810 Surface Water IN1 hPatiou Rea -un erilents
Permit
CE
1SCDWQ
I I3an1t
Thawing
Waterbody
Permanent
Mitigation
Mitigation
Site
Labeled ►n EA
(ft)
Stabilization
Requirement
Requirement
(ft)
Number
2 1
1 1
I
Stream 1 / UT 1
121
116
242
237
Northeast Creek
2
Stream 4 /
86
0
172
0
Northeast Creek
3
Stream 5/ UT 4
88
0
176
0
Northeast Creek
4
Stream 6 /
290
28
580
318
Popular Creek
5
Stream 7 / Little
36
0
72
0
Northeast Creek
6
Stream 8 / UT 1
209
73
418
282
Mott Creek
8
Stream 10 / Mott
45
66
90
0
Creek
11
N/A
110
26
220
0
12
Ditch
155
0
310
155
Totals
1,140
309
2,280*
992
* Mitigation required by USACE exceeds the amount required by NCDWQ
120 Indirect and Cumulative Effects
The 2007 ICE concluded that low to moderate indirect and cumulative effects are expected from the
proposed project The widening of Piney Green Road will directly improve traffic safety and
congestion It is not anticipated to affect land use or development patterns The corridor has a well
established development pattern that is reinforced by existing planning documents that recognize and
support the proposed widening of Piney Green Road Further any complimentary development that
may be stimulated by the proposed project will be subject to NC Division of Coastal Management
development requirements
130 Regulatory Approvals
Section 404 Application is hereby made for a USACE Individual 404 Permit as required for the
above - described activities
Section 401 We are also requesting a Section 401 Water Quality Certification from the NCDWQ
We are providing five (5) copies of this application to the NCDWQ for their approval

f ANIA NCDOT requests that the proposed work, be autnorized under a Coa ,,tal Area Management
Aa Mayor Development Permit The Lando vne ree,° as ire pro vide1 with this permit application
The return receipts will be forwarded once they nave be;z;n ece ved /kuthorization o debJT the $570
Permit Application Pee from WBS Element ')4 z 2 1 1 i-, e -by giver
A copy of this permit application and its distrihi, ion tis X111 be postGfi on the NCDOT -,bsi +e at
http i /Awv nc,dot org /doh /preconstruct'pe /neu /pc -mit i,r- #
If you have any questions or need additional information please contact Chris Manley at 919 707
6135 or cdmanley @ncdot gov
Sincerely
Q�r�
�f Gregory J Thorpe PhD Manager
Project Development and Environmental Analysis Unit
cc
NCDOT Permit Application Standard Distribution List
D

Nor —i Caroiina DIVIS10h OF COASTA MANAGEMENT
F Fr;fY .la,,yApp car?t1 Landowner lntordn tj m
I
Business Name
P olect dame (if applicable)
Nr Department Of Transoortatior
a1 3810 OnJow County
Applicant 1 First Name
MI
Last Name
Gregory
J
Thorpe
Applicant 2 First Name
MI
Last Name
If additional applicants please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
1548 Mail Service Center
ext
Phone No 2
ext
FAX No
ZIP
Country
Phone No
FAX No
276991548
State
919 707 6135 ext
Email
Street Address (if different from above)
City
State
ZIP
1020 Birch Ridge Dr
Raleigh
NC
27610
Email
cdmanley @ncdot gov
2 AgentlContractor 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>

Major Debelopment Permit
3 project Location
County (can be m Itiple)
S reer Address State Rd #
Onslow
S4 1406 tP ne/ Gree-i Road) 1406
+ I
Subdivis on Name i C tj - --------------
S ate
Z p
ac ,<,,onville
IBC
4 356 000 sq feet
Phone No
Lo No (ir rT77J attain ad It onai page r✓ith list)
ext
i
c
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Northeast 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
New River / Atlantic Ocean
f If applicable list the pl -i-ining jurisdiction or city limit the proposed
e Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
work falls within
The terrestrial plant communities consist of mesic mixed hardwood forest cypress gum swamp coastal plain small stream
Jacksonville
4
Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
Northeast Creek 480 ft
34 848 (length of project) x 125 (ave footprint width)=
Popular Creek 360 ft
4 356 000 sq feet
Little Northeast Creek 440 ft total = 1280 ft
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)
235 ®NHW or ❑NWL
e
Vegetation on tract
The terrestrial plant communities consist of mesic mixed hardwood forest cypress gum swamp coastal plain small stream
swamp and maintained disturbed areas consisting of grasses and weeds
f
Man made features and uses now on tract
SR 1406
Bridges #118 #119 &#121
87x63 CMPA 2 @ 9x8 RCBC 2 @60 RCP 66 RCP
g
Identify and describe the existing land uses adjacent to the proposed project site
A mix of Residential and Retail
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential and Community Business
(Attach zoning compliance certificate if applicable)
®Yes ❑No ❑NA
I
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes attach a copy ®Yes ❑No ❑NA
If yes by whom? State Historic Preservation (See
Appendix A of EA)
I
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
2::-2 t 13 H a 13 ( 2 1 aC 0 -� R Z 0 , S T r t � ) *��� r °r -,-a —T -t 1�-

Major De i, lop ert Per -nlL
<Form continues on text page>
-n ( Are here roetlands on the mite? ❑Yew ❑',Io
(u) Are there coastal wetlands on the i e? ❑Ys <, to
I
(iii) If yes o either (i) or (n) aoeve nas a del ncatio teen oriucted? ❑',=s D io
(Attach do(,umentation if available)
I n Describe ex sting wastewater analment facili iFs
NA
o Describe existing drinking water supply source
N/A
p Describe existing storm water management or treatment systems
The existing stormwater system consists of grated Inlets along with associated pipe systems
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
The primary purpose of the project is to increase capacity and improve traffic operations by widening Piney Green Road
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
Project wide grading widening and paving along with the construction of culverts bridges and a retaining wall
Construction Equipment will include cranes dump trucks motor graders and bulldozers
d
List all development activities you propose
New roadway bndges and culverts will be constructed
e
Are the proposed activities maintenance of an existing project new work or both? New Work
f
What is the approximate total disturbed land area resulting from the proposed project? 100 ❑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
There are multiple existing and proposed storm drain systems outletting throughout the the 6 6 mile project See attached
storm drain for a detailed explanation of location and type (permit drawings)
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
I
Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes attach a mitigation proposal
<Form continues on back>
252 P. P I- 1 638 4RCOA3'r V.W f7 --co- , r

Nlajor Development Permit
6 Additional information
In addition to this comolered application Corm (MP 1) the fo 'ci ling tems b -low it applicabie mu t be submitted in order for the application
package to be complete Items (a✓ - (9 are allays apphcacle to ary r�alor d-✓elapmAnr application Pease consult the apichration
instruction ocoklet or now to properly prepare he recurred item,, be cl,r
a A projec narrative
i
b An accurate dated Nork plat kirc'udi g o an Well ana c oss sa(, nai araNing.,) 'rawn to scale Ole_se give the present status of the
proposed project Is any portion a re dy c ^r ipiete' If r -VIOLS y authorized wort clew y inJicate on maps plats draN ngs to d stinguish
between Nork corrpietea and proposed
c A site or location map that is sufficiently detailed to guide agency personnel nfamiliar 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
f A list of the names and complete addresses of the adjacent waterfront (rioarian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad 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 permittee and issuing dates
General Permit ( #58372) NCDOT 11/3/11
h Signed consultant or agent authorization form if applicab e
i Wetland delineation if necessary
I A signed AEC hazard notice for project., 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
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 4 (q t Print Name
Signature
Please indicate application attachments pertaining to your proposed project
NDCM MP 2 Excavation and Fill Information NDCM MP 5 Bridges and Culverts
❑DCM MP 3 Upland Development
❑DCM MP 4 Structures Information
q,a 8 �p 1 8 311 4RCDA- x v+ �aW -f oaa=t- 19MaIa 0 et`1 --apt -,

Form DC-M MP-2
(23iccept7 faT brad22�s and cuIvetlt ,)
A'tauh this iorm to Jcint Appl cat ri or LAMA \1- -)r ° r nit For i DCM iA✓IP 1 Be pare tc complete all otne �Pcverz� of the Jc,, '
Apoivra7 on that relate e this o )posed protect O'rase include a'1 5upplem —ital irfcr^iatio i
DPscrlb- below the pu nose or proposer' e ca ✓atio and /)r fill ac' vibes All valL es s oold be giy -n in feet
1 EXCAVATION [I 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
11 5 +25 4 =36 9
c (i) Does the area to be excavated include coastal wetlands /marsh d
(CW) submerged aquatic vegetation (SAV) shell bottom (SIB)
w or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ®None
(it) Describe the purpose of the excavation in these areas
Temporary diversion channel for culvert construction at Poplar
Creek
High ground excavation in cubic yards
43 +126 8 =169 8
2 DISPOSAL OF EXCAVATED MATERIAL El This section not applicable
a Location of disposal area b Dimensions of disposal area
to be determined by the contractor TBD
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA ❑Yes ®No ❑NA
(u) 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 (SIB) ❑Yes ®No DNA
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected (ii) If yes how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas
a
252 808 2808 1 8834RCOAST vuen w rccoa,llai na aagement net revised 12/26106
— Access
�-
1 —
— - - --
Other
Channel Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization)
Length
43
83
Width
135
165
Avg Existing
0
NA
NA
0
Depth
Final Project
0
NA
NA
0
Depth
1 EXCAVATION [I 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
11 5 +25 4 =36 9
c (i) Does the area to be excavated include coastal wetlands /marsh d
(CW) submerged aquatic vegetation (SAV) shell bottom (SIB)
w or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ®None
(it) Describe the purpose of the excavation in these areas
Temporary diversion channel for culvert construction at Poplar
Creek
High ground excavation in cubic yards
43 +126 8 =169 8
2 DISPOSAL OF EXCAVATED MATERIAL El This section not applicable
a Location of disposal area b Dimensions of disposal area
to be determined by the contractor TBD
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA ❑Yes ®No ❑NA
(u) 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 (SIB) ❑Yes ®No DNA
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected (ii) If yes how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas
a
252 808 2808 1 8834RCOAST vuen w rccoa,llai na aagement net revised 12/26106

3 SHOREi.INE STABILIZATION E, This section not applicable
(If development is a wood groin use Vl° 4 — Structures
a Type of shoreline stabilization b Lergth
❑Bulkhead ❑Ripr p ❑B eakrvater /Sill 17—Other
Width
c Average distance Na err✓ard of NHW or N)i /L d Maximum dibtance vatervard of N11VI or NWL
Type orstaodization material r (Q Has there been shoreline Prosion dicing preceding 12
months?
❑ (Ps L]No ❑NA
(n) if jeb state amount of erosion and source of erosion amount
information
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
4 OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shorehne Stabilization)
a (i) 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
(n) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
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
(n) Describe the purpose of the fill in these areas
5 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)?
Best Management Practices will be strictly adhered to Heavy Road Construction Equipment to be determined by the
contractor
c (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(n) If yes explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(n) If yes explain steps that will be taken to avoid or minimize
environmental impacts
Applicant Name)
Date
U®.3 Applicant Signa re
Project Name %)f
252 808 2808 1 888 4RCO AS5' wwAt nccoastalm knagement not revised 12/26106

I� I r , r .. W ' y :
dy EM
- \ztach this form to Joint Application for CAMA Major °ermit Form DCM NIP I 3a sure o compiate all othe -ec, ons or the Jot
Anoncatio-i that relate to this proposed oroaect Please include all ipoler�ercal inforrraLIC I
9 EPIDCES
a Is the proposed br dge
❑Commercial ❑Publtc/Government ❑Private /Community
c Type of bridge (construction material)
e (t) Will proposed bridge replace an existing bridge? ❑Yes ❑No
If yes
(n) Length of existing bridge
(m) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all or a part of the existing bridge be removed?
(Explain)
9 Length of proposed bridge
❑This sect on not app a able
o Water body to be cros.ed oy oridge
d Water depth at the proposed crossing at NLW or NWL
f (t) Will proposed bridge replace an existing culvert? ❑Yes []No
If yes
(n) Length of existing culvert
(in) Width of existing culvert
(w) 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)
In Width of proposed bridge
I Will the proposed bridge affect existing water flow? ❑Yes ❑No l Will the proposed bridge affect navigation by reducing or
If yes explain increasing the existing navigable opening? ❑Yes [--]No
If yes explain
k Navigation clearance underneath proposed bridge
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes []No
If yes explain
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
Number of culverts proposed 3 b Water body in which the culvert is to be placed
Poplar Creek
< Form continues on back>
2 ---A 808 28CS 1 38vi 4 COAST jqfw nccr a v't Ar- °alpg Mc $ a-t � -v Wei ao /21

r Type or culvert (construction matPnal)
3 @ 10 x9 RCBC w/ Beveled Headwail
d (r) vVill oroposed culvert rPolace an P as irg r dgP?
CI (e� [1N0
If yes
(ii) Length or exist ng or dge
(m) Width of evrsting bridge
(iv) Nangat on clearance underneatf ex sting ondge _
(v) Will all or a part of the existing bridge oe removed?
(Explain)
f Length of proposed culvert 145 Ft
h Height of the top of the proposed culvert above the NHW or NWL
7 75 Ft
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ®Yes ❑No
If yes explain The proposed culvert wil increase the
existing opening
P (i) Adl proposed cjIve t eplace an existing ulvert?
EY -s []No
I yes
(ii) Lent. h of ex t ng culvert(s) 43 Ft
( 0 }Aid +h of ex sting rul lert( ,,) 2 x 9 feet = 18 feet
(i /) Height of the top of ' e existing cul iert aoo ie the Nr'W or
NWL 6 4 Ft above NWL
(v) Will all or a oart of the existing culvert be removed?
(Explain) All
9 Width o proposed culvert 30 Ft
I Depth of culvert to be buried below existing bottom contour
1 Ft
k Will the proposed culvert affect existing water flow?
®Yes ❑No
If yes explain The proposed culvert will improve flow
during flood events i e increase hydraulic conveyance
3 EXCAVATION and FILL ❑This section not applicable
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes
(n) Avg length of area to be excavated Inlet 40 . Culvert
145, Outlet 125
(iii) Avg width of area to be excavated 7 6, 34, 30
(iv) Avg depth of area to be excavated 1 0. 2 3. 2 5
(v) Amount of material to be excavated in cubic yards 751 5
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 (SIB) or other wetlands
(WL)? If any boxes are checked provide the number of square
teet affected
❑CW ❑SAV ❑S13
OWL 3.485 ❑None
(ii) Describe the purpose of the excavation in these areas
Excavation wil occur in the wetlands due to the
alignment of the proposed culvert and construction of
the new outlet channel
4 2 Z08 2803 1€ 8'-8 -.e-r� — Vk Y , q1 MraSe r era ret �,c t eirt 4 112 a LS

c (i) VV II the placement o re proposec ondge i cu i -rt re�,uire ary
high ground excavatir ? ®Yes ENO,
If yes
(i ) Avg length of area, c be exc� i Led inlet 4v Culvert
145 Outlet 126
(n) Avg w dtt Dr area ro e e ca a ed 5o 3 -' 3
(i it Avg oeoth of area o be e <ca ro en --A 2 7 J 3
(v) A-noun r material fo Le °,cc ated in -Lib, -r-is 2 164
A It th, placerre t ^ tre on a or cr ✓-rt iry ,,,s an/ =.(.aiafion pl, e corrolete he tallow ng
(i) Location of the pod disposal a -a to be determined by the contractor
(n) Dimensions of the spoil disposal area TBD
(in) Do you claim title to the disposal area? []Yes ®No (if no attach a /ettergrantrng permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes ENO
(v) Does the disposal area include any coastal wetlands /marsh (CW) submerged aquatic vegetation (SAVs) other wetlands (WL) or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®Noi e
If any boxes are checked give dimensions if different from (u) above
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes ®No
If yes give dimensions if different from (u) 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
(u) Avg length of area to be filled 300 Ft
(iii) Avg width of area to be filled 13 Ft
(iv) Purpose of fill The propsed culvert is to be constructed
at a new location 55 feet line ahead therefore the
existing stream bed will be filled in
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
(u) Avg length of area to be filled
(ui) Avg width of area to be filled
(iv) Purpose of fill
, GENERAL
a
Will the proposed project require the relocation of any existing
utility lines? ®Yes []No
If yes explain Permits have been obtained previously
(Q 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
El CW ❑SAV ❑SB
EWL 13.940 ®None
(u) Describe the purpose of the excavation in these areas
The relocation of the culvert outlet along with the
proposed roadway fill
b Will the proposed project require the construction of any temporary
detour structures? ®Yes ONO
If yes explain Tempoary widening for stage construction
of the new culvert
S4 aG8 e808 13 8 r4 "-' C 4� T "WV I x - n N tnav r n nt � - reja aof' 0 V� ��

If this portion of the proposed project no alreaaj Aceiv -d
approval from local authorities plea e attach a rop/ of ihp
approval or certincation
< form zDinlanuas, ora back>
c Will tl-e proposed project require any Nor< nannels? d HoN will ex,,aiatec or till material to Kept on site and erosion
®Yes ONO controlled?
If yes complete Form DCM MP 2 Best Management Practices will be strictly adhered to
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 ENO
Heavy Road Construction Equipment to be determined by If yes explain steps that will be taken to avoid or minimize
the contractor environmental impacts
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ENO
If yes complete form MP 2 Section 3 for Shoreline
Stabilization only
L( 117_ d Z
Date
O
Project Name
Applicant Name
Applicant Signature
X52 nt", � '� A - L A : V ), r d a !«age 4r nt not no is -d 10i ^t"r9 a

a H
I
3cn t"is for-i c lom rr iic< o'1 fc For DC I1 B G , ^ , riI I `)Pr S,l rr, , �f i'° IGin}
r'p�:llca ion iha rein e o r �pt,..c j r c ec F' -- rl,,rle a I u„c rn- -' n o r a
F -- —
1 BFa'; 0,7S ❑ r �� oi r1c applcable
a Is the proposed ondge b Wa �r body Lo e cros °d oy idge
❑Commercial ®out; IdGove nme i ❑° gate CcrTurity Litt e Norf hea -t Cree<
c Type of bridge (construction material)
21 Cored Slab
d Water depth at the proposed crossing at NLW or NWL
6 5 feet
e (i) Will proposed bridge replace an existing bridge? ❑Yes ®No f (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes If yes
(u) Length of existing bridge (u) Length of existing culvert
(iii) Width of existing bridge (uQ Width of existing culvert
(iv) Navigation clearance underneath existing bridge (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) The existing bridge ( #121) will be used by (v) Will all or a part of the existing culvert be removed?
Southbound traffic and the proposed bridge will be (Explain)
used by Northbound traffic
9 Length of proposed bridge 125 feet h Width of proposed bridge 39 Ft
I Will the proposed bridge affect existing water flow? ❑Yes ®No t Will the proposed bridge affect navigation by reducing or
If yes explain increasing the existing navigable opening? ❑Yes ®No
If yes explain
k Navigation clearance underneath proposed bridge 12 5 Ft I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ®No
If yes explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands 5 75 feet
waters? ❑Yes ®No
If yes explain
2 CULVERTS 10 This section not applicable
a Number of culverts proposed b Water body in which the culvert is to be placed
252 8O,- 2808 1 888 4 2 �T " vv �j- -r + vet r�-vasWd 10 26 w

e
< Fornn con r3je�, are back>
T� P culj,- - c c en 1,
❑ C I�
i
e c s Iry r uge —
(ui) `l`iidth of P a ng bridyP
(iv) Na igat or deararce urdernea h exist ng br dge
(j) W it all or a part of the - xistirg b edge be emoved
( Explair)
f 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
a
I
sr of e as i ^ c I
n, W dth of xisfirg culver ( )
t NPight of the cc or +he t rc c Nei I a ^ove th. NH 14V or
N1NL
(v) Will all or a part or the existirg culvert ce 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 El This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any b (Q 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 feet affected
(iii) Avg width of area to be excavated ❑CW ❑SAV ❑SB
(iv) Avg depth of area to be excavated OWL ®None
(v) Amount of material to be excavated in cubic yards
(ii) Describe the purpose of the excavation in these areas
C (Q 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
(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
252 2803 ' 888 4RCI S1 WVf h rCC0135 ,fa9 �Ip -la ernent ref vzi�b o ! -a "

It ne Lc�rert r t "e br dge or culver' inven Fs ary exca ra in ilea e ror,p mac- ha ' vI 0
� Lu!'at .n of r� ocil disp-sal ar-
( I) D r s -is o a �cuil i cs-1 ar-a
) ,('ucarr stet, he,sp � a a') L - C „ , - -ra -ry
V i f e H -o ai area e a ace ^r -r�i r,, c- = re, C'i
i
D- P o .al area irc u a i ccG n r- irr arr2 r -
b, om (v ;)-
❑CN ❑SAI ❑ L ❑SS ❑N
If any boxes are checked g v� dime-is ors it dif erer re i rn ahoiu
(n, Does the disocsal area include ary area belo r the NhbV or Mli-? ? ❑Y� ❑'vc
I yes give dimensions if different rrom (n) 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 36 0 Ft
(iii) Avg width of area to be filled 3 0 Ft
(iv) Purpose of fill Bridge pier
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
(u) Avg length of area to be filled
(iii) Avg width of area to be filled
(iv) Purpose of fill
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 (SS) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
❑CW ❑SAV ❑SS
®WL 6.307 ❑None
(ii) Describe the purpose of the excavation in these areas
Roadway and approach widening
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 ®No
If yes explain if yes explain
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>
2523082808 1 888 ,O ZCO � w vv net reused %26
r, m -
v
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 (SS) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
❑CW ❑SAV ❑SS
®WL 6.307 ❑None
(ii) Describe the purpose of the excavation in these areas
Roadway and approach widening
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 ®No
If yes explain if yes explain
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>
2523082808 1 888 ,O ZCO � w vv net reused %26

C Will the ornposed prolec7 require any worn channels? d Hom ,vill excavated or rill r arenal be keot on -Ae and erosion
❑Yes ZNo controlled?
If yes complete corm DCM MP 2 Best I`iianagemen t rartices w II be strictly adhered to
e Olhat yce or con., rust on equipment will be used (for example r iJill vc a d. be cr bser' in rar�por+ing ecjuifi.mert o prolec zrte?
dragline oackhoe ornjdrauhc dredge)? ❑Yes MNo
Heavy Road Construction Equipment to be determined by I yes explain steps hat w 11 oe taken to a ioid or minimize
the contractor environmental impacts
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
U-3610
Project Name
Applicant Name I T!—
�, �
��
Applicant Signature V " V
F
^1
4
f
252:808 2605 " OSS 4RCOA T www ncc-,Iscalq- 3na9eMOnt n+It revised 10126106

}
—n tr+ , o ^ +.- Icir't F ppiic -+ Dr or r � 1- 11 P- - Sri\ I \ C 1 nr VL - L _Cr' nr e ^i c ni f e i r
^ ics icr f cIc a to tris proposed prriec P as nc ,.rc � I st L jle e t ^ ra c
BR r &G —_, (J T s- t,r,r nct a�. pecable
a Is he proposed bridge
❑Commer„ ial EPubl c /Government ❑Pr a e /Community
C Type of bridge (construction material)
21 Cored Slab Bridge
e (i) WIII proposed bridge replace an existing bridge? ❑Yes ®No
If yes
(ii) Length of existing bridge n/a
(ui) Width of existing bridge n/a
(iv) Navigation clearance underneath existing bridge n/a
(v) Will all or a part of the existing bridge be removed?
(Explain) The existing bridges ( #118 & #119) will be
used by Northbound traffic and the proposed bridge
will be used for Southbound traffic
9 Length of proposed bridge 305 feet
I Will the proposed bridge affect existing water flow? ❑Yes ®No
If yes explain
k Navigation clearance underneath proposed bridge 12 4 feet
rn Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®No
If yes explain
b Vdat�r d/ tc bp res�ed b j bridge
N,rt ,as Cree<
d Water depth at the proposed crossing at NLW or NWL
depth = 1 47 (El 0 0 )
f (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes
(ii) Length of existing culvert n/a
(m) Width of existing culvert n/a
(iv) Height of the top of the existing culvert above the NHW or
NWL n/a
(v) WIII all or a part of the existing culvert be removed?
(Explain) n/a
h Width of proposed bridge 36 0
1 Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes explain
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ®No
If yes explain
n Height of proposed bridge above wetlands 6 4 feet
2 CULVERTS El This section not applicable
a Number of culverts proposed 2 cD72 Floodplain Pipes b Water body in which the culvert is to be placed
N/A
2t�2 808 23C8 1 $88 41ZCOAb7 .-iw n=oaa ,i l'rgan -� e t Pat rev sett 10 26 0

e Fo rn crnt3nues on bacA>
I e^ c c— l c r a e l4
1 11 s le nc
� r
N I l idg —
(III V dth o - xistin. or dge
( v� Na i aafion clew ante undeme'IL'i ex st a or dge
(i) V >> I all or a par or t o exis ng brdge e r- moYed?
(Explain) The proposed culverts are Floodplain Pipes
f Length of proposed culvert 77 0 Ft
h Height of the top of the proposed culvert above the NHW or NWL
95Ft
WIII the proposed culvert affect navigation by reducing or
Increasing the existing navigable opening? ❑Yes ONO
If yes explain
l) / I I
n �I
❑Ya — I
I
l i r r o -<s rg c IiCi
(iii) vlhdth ar exls Ing rulvertis
(iv) Height of he op of Lhe cxl rg „ I ip-+ acovP the NHV t or
NV IL
(v) WIII a I or a part of the exls Ing culvert be removed?
(Explain) Tne proposed culverts are Floodpialn Pipes
9 Width of proposed culvert 2 @72
I Depth of culvert to be burled below existing bottom contour
N/A
k WIII the proposed culvert affect existing water flow?
❑Yes ®No
If yes explain
3 EXCAVATION and FILL El This section not applicable
a (I) WIII the placement of the proposed bridge or culvert require any b (I) WIII the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ONO 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 feet affected
(III) Avg width of area to be excavated ❑CW ❑SAV ❑SB
(IV) Avg depth of area to be excavated OWL 506 ❑None
(v) Amount of material to be excavated In cubic yards
(II) Describe the purpose of the excavation In these areas
Excavation for floodplaln pipes Inlet and outlet
channels
252 608 2808 1 886 411CO A T Nwv, nccoa51.1 M -Mr Oe e4lft nit ie ns -d dta 26IC6

�0 Nth e oia er-i�rt of he p pc r o r -P r rrrt ec i e ar j
rir' gr"a a a a ten- iY =s i u,
any 't _ c a c RLGir
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i1 Av; v -d to .,e 32 ,�P 1
�\ J ca r a -a L' _ c r -2r,
rm Cr '^ -Itc -'.,( it ^J irk 1,,c �r
1A)
r' ' the p ace —ert or ti, bridge or ^ Iver- iolve� an7 „ d i c cn pleas- ccr-ri he - +owirg
(i) Location Or the poll disoosal a ea Lo be detp mired by LtiA con ractor
e
9
(ii) Dimensions of the spoil disposal area TBD
(iii) Do you claim title to the disposal area? ®Yes ❑No (If 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 OWL ❑SB ®None
If any boxes are checked give dimensions if different from (it) 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
(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 72 Ft
(iii) Avg width of area to be filled 3 0 Ft
(iv) Purpose of fill Bridge Piers
(i) WIII 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
(iii) Avg width of area to be filled
(iv) Purpose of fill
4 GENERAL
a Will the proposed project require the relocation of any existing
utility lines9 ®Yes ❑No
If yes explain
(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 ❑SAV ❑SB
OWL 1,771 ®None
(ii) Describe the purpose of the excavation in these areas
Excavation for floodplain pipes inlet and outlet
channels
b Will the proposed project require the construction of any temporary
detour structures? []Yes ®No
If yes explain
Zb2 a08 2808 1 888-4',-CAS w o, vcco 4 h —snug i --,Pt r°�--z reoisc L 1012C

f N 3p ;' - I
If this portion or the proposed orofecr has al eadj rerei ied
approval from local authorities please attach ; ^opi of the
approval or certification
F
< Forma conts ues on back>
c Will the proposed project require any work channels'? d Now will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
!ryes complete Form DCM MP 2 Best Management Practices will be strictly adhered to
e What type of construction equipment will be used (for example
draglme backhoe or hydraulic dredge)?
Heavy Road Construction Equipment to be determined by
the contractor
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
U -381
Project Name
6VrCt C+a P(�JO
Applicant Name
Applicant Signature
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
2 ,� 8-8 2808 1 Ufl— "*-C 3rd$' v%, w nr COVE 1,.1 MAP Mmernea,t tae revised "012r-106

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REVISIONS
R/W REV (7119110) ADDED TEMPORARY CONSTRUCTION EASEMENT TO PARCEL 196 JDE
R/W REV (9110110) INCORPORATED STA AND OFFSETS CALCULATED BY LOCATION & SURVEYS IN STAKING THE R/W OCS
R/W REV (114111) CHANGED PARCEL OWNER NAMES FOR PARCELS 16/ & 196 JDE
R/W REV (3/11/11) UPDATED PARCEL OWNER NAME FOR PARCEL 196 JDE
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RAY REV (3/11/11) ADDED ORNEWAY TO PARCEL 30D UPDATED PARCEL DYNER NAPE FOR PARCEL SOIA JOE
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