78301C - NCDOT

,+iCAMA / i' 6REDGE & FILL
N-�)
GENERAL PERMIT
Previous permit# -
w . 'Modification i :Complete Reissue CiPartial Reissue Date previous permit issued ^
As authorized by the State of North Carolina, Department of Environmental Quality
a 4L Jz=� �3 O
/ 7 ! 5 _
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
✓
P
Applicant Name Al C 6 r
CIO KVIIs-e za"x(- ,...t
;._ ules attached.
Project Location: County C V r
I -
Address 30 ( _ F<� �H<w ifz ru i f� / s oo
p
Street Address/ State Road/ Lot #(s) �•^/V,� r- S'
--
City,1%� State ' ZIP._a� G �
o n fly. I I K�Prex_ mood' A.,4- 7'
Phone#(silk) �l,rZ"7 -?I sCuljww Xcaen
_ __ __..^_._.. _E-Mail _ 9• C
Subdivision
Authorized Agent e""j jr�m
r�0
City. ��w�a 1 r� N C ZIP
//rst
"uIdW NYeW I�A Lk E C: PTS
Affected
I�1�1
Phone # (_ ) - River Basin h'� ni
— -
AEC(s): fIOPA 'HHF L11H UBA;!N/A
Adj. Wtr. Body Iµ-rlo✓e ,
(nat [unkn)
IIPWS:
A��Wor� /yt/ar
Closest Maj. Wtr. Body
ORW: yes /(3� PNA ye / no
Type of Project/ Activity
Pier (dock) length- ^
Fixed Platform(s)
Floating Platforn(s)
Finger pier(s) _
Groin length
number i
Bulkhead/ Riprap length
avg distance offshore _ "-
max distance offshore — I
Basin, channel
cubic yards.
i
Boat ramp
Boathouse/ Boatli(t
Beach Bulldozing
11 � eeI
X d r ^ f p
Other
't. eLp A atla c
Shoreline Length 1 6.0 '
SAM not sure yes (�
Moratorium: n/a es no
Photos: es no, , , ,
Waiver Attached: yes
A building permit may be required by:
( Note Local Planning Jurisdict(on 11
Notes/ Special Conditions No i^"W�t�Wok ),r JGyy&q 'rr-vr
a^Y Y"r, V, l^k,.-+ D: %a ^ w9//'. v�� f'/e w. QC{M. (D -rA� X-,,er)
rc cc. t-zx. Gz
�Ftnn�E _ "SAM" Z-
Agenc or Applicant Printed Name
Signatne *"Please read compliance statement onback ofpermlt°4
.L(oo.00 WBr BP2.12o05'
ADDlication Fen(s) Check #
E,
etc' IOr )-AJ
q4 (Scale: MIA )
-I See note on back regarding River Basin rules.
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!.wwtRP,rt�.�i sl:_!1 y.e tp,Ylar«�
i I
J
Permit0111 's tint JName p
Signature
Issuing Date Expiration Date

®128AMA / I96REDGE & FILL
GNERAL PERMIT
LI?New ❑Modification ❑Complete Reissue ❑Partial Reissue
N9 78301
Previous permit #_
Date previous permit
A B LJ D
._A
As authorized by the State of North Carolina, Department of Environmental Quality a e? �y-4! 2q? L) O
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
r ules attached.
Applicant Name C ®� Project Location: County n r Fe re
C/0 KIt ^J <r r o Rr o 7
Address 301 F<y idzvrll< rulk� 1 tou Street Address/ State Road/ Lot #(s) �/ ��9 e- 'r /
city /L. l�s� State N e ZIP a 7 6o1 on fK l ?91
Phone# a19 7P39 rculj rV ��(co en coo+
() E-Mail 9� Subdivision
Authorized Agent -ja►``N4�� e-`s�j j��m Cit 94c uJ r/ P c ZIP )-'F'-?0
N-CW it A L�tEs ❑PTS Phone# ( ) — River Basin wk/+ft- Osk
Affected ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A p r e
AEC(s): ❑ PWS: Adj. Wtr. Body W e Ca„^ 1 (nat ma /unk)
`�
ORW: yes /(q� PNA /ye / no
Closest Maj. Wtn Body NetW4r� Aver
Type of Project/ Activity p\e�^ c ` "�1z 1�C1! �� li r) c� W rc
i, a 30 wi' X 10,
COAC-Ic IotaX �,.eaw. 6rl�j.e 0.h0. wlt.�lwii,<1410, -4;'V •trc. (Scale:
Pier (dock) length
Fixed Platform(s)J'-
Floating Platform(s)
Finger pier(s) �I
Groin length
number
Bulkhead/ Ri ra length
4 i
"" 1 L ✓n—�Y
13
1—
e
av distance offshore
max distance offshore
Basin, channel
.Zi\
a n 't c
U, yo r
cubic yards '—
Boat ramp
Boathouse/BoatliR
1
Beach Bulldozing
/ /
�g X� e.
_
Other
6
Shoreline Length _
SAV: not sure yes
-------
Moratorium: n1a no
Photos: es no
,, i
Waiver Attached: yes �
L y
��1
--
A building permit may be required by:
❑ See note on back regarding River Basin rules.
Note Local Planning jurisdiction�J
�� �O rk )t a'j ow4 �7`
/� .1
y+� /7lr) j '1- r/1 o f`'Pf-�w��-er 3 fl o
Notes/ Special Conditions
_r
A/s r NJ I �i{v u rl o r
�a f oC/4,
/'. 1 /'d v�
I�yr r/ s� z .� /.c n'� •/,e r y, i
1 ,eya
Gn41/'tl (InG �-. h ,tn f /C
1
f %t�! Tfnr T C 'ff-A n/ANG�
A�maa✓I Tj.-jI b ji'4
jh acc.rd.., a_ WfJ—h Vo'f % ry/"trf.
Agent or Applicant Printed Name
Signatue "Please read compliance statement on back of permits'*
_14()O.00 W Bl-# BP_J. 1200s,
Permit Offi 's rime Name n Signature t�. 1 f
�-
Application Fee(s) Check# Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
Iandowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑Tar -Pamlico River Basin Buffer Rules El Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave 943 Washington Square Mall
Morehead City, NC 28557 Washington, NC 27889
252-808-2808/1-8884RCOAST 252-946-6481
Fax: [phone] Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/17

DO MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
NCDOT WBS BP2.RO05.1
1. Primary Applicant Landowner Information
Business Name
NCDOT
Project Name (if applicable)
BP2.R005
Applicant 1: First Name
Casey
MI
K
Last Name
Whitley
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1037 W.H Smith Blvd
PO Box
City
Greenville
Stale
NC
ZIP
27835
Country
United States
Phone No.
252-439-2811 ext.
FAX No.
Street Address (if different from above)
City
Slate
ZIP
Email
[e-mail]
2. AgentContractor Information
Business Name
Kisinger Campo & Associates
Agent/ Contractor l: First Name
MI
Last Name
Sam
L
Cullum
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
city
Stale
301 Fayetteville Suite 1500
Raleigh
NC
Zip
Phone No. 1
Phone No. 2
27601
919 - 882.7839 ext.
ext.
FAX No.
Contractor N
Street Address (d different from above)
City
Stale
ZIP
Email
[e-mail]
<Form continues on back> JAN 12 202Z
uL;
^r"'Y
252.808-2808 .. 1.868-4w r,o ASi .. t'nv w.nccoa SinlN.urn�e nnao t.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
Slate Rd. #
Carteret
Ball Farm Road
SR 1391
Subdivision Name
City
Zip
Newport
rNC
28570-
Phone No.
Lot No.(s) (dmany, attach additional page with list)
- - ext.
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Hadowe Canal
c. Is the water body Identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ®Manmade ❑Unknown
Newport River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No
work falls within.
4. Site Description
a.
Total length of shoreline on the tract (8.)
b. Size of entire tract (stilt)
160
38400
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)
9 ❑NHWor®NWL
e.
Vegetation on tract
Grass side slopes with wooded areas outside of existing roadway fill slopes.
f.
Man-made features and uses now on tract
Bell Farm Road, Bridge 150057
g.
Identify and describe the existing land uses adecen to the proposed project site.
Farmland and rural residential
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, I applicable)
[]Yes []No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes []No ❑NA
If yes, by whom? Paul McEachen, MA, RPA
Paul J Mohler, NCDOT
Archaeologist
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?
<Form continues on next page> JAN 12 2022
252.808-2808 .. 1.888-4RCOASI .. WWW.nccoae;talmanagemeli t d M-M I)CITY

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(it) Are there coastal wetlands on the site? ®Yes []No
(111) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
NIA
p. Describe existing storm water management or treatment systems.
Stormwaler runs into Harlowe canal via roadside ditches
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®PubliclGovernment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Replacement of bridge 150057 will provide land vehicle access across Harlowe Canal along Ball Farm 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.
Conventional Heavy Civil Construction for water crossings. The road will be closed with an offsite detour to the northern end
of Ball Farm Road. Equipment will be stored within the roadway and NCDOT RM. 1.2 Crawler Cranes, 1 excavator, 2-5
Concrete trucks during pours, dump trucks, and asphalt paving equipment as well as striping trucks near the and of the
project. 5+ pickup trucks and personal vehicles.
d.
List all development activities you propose.
Replacement of bridge 150057 and reconstruction of the approach roadways.
a.
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? 0.5 ❑Sq.Ft or ®Acres
g.
Will the proposed project
encroach on any public easement, public aocessway or other area ❑Yes ❑No ®NA
that the public has established
use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Existing roadside ditches outlet directly to Harlowe Canal. Roadside ditches impacted by the new roadway will be replaced.
I.
Will wastewater or stonnwater be discharged Into a wetland? ®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes []No ❑NA
J.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
JAN 12 2022
2 S 2.80 8-28 08 .. 'i-u 118-6 it C 0AS, WV, w,uc¢u as to t m an a go me lit. 11 bCM_MHD CITY

Form DCM MP-1 (Page 4'of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
Instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims life to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Christine R Mitchell Phone No. 262.729.7403
Address 4884 Hwy 101 Newport, NC 28570
Name Yvonne B Cecelski Phone No. 910.447.3064
Address 4846 Hwy 101 Newport, NC 28570 RECEIVE
Name Cary Temple Phone No.
Address 220 Ball Farm Rd Newport, NC 28570 JAN 12 202
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and i"W"WIND `+j
Unknown
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
J. A signed AEC hazard notice for projects in oceanfront and Inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 11-10), 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
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 17 /2p7-4'— Print Name Sit— t— �l-curt
Signature �
Please indicate application attachments pertaining to your proposed project. $
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts J
❑DCM MP-3 Upland Development g�
❑DCM MP-4 Structures Information Joseph Costanzo ?�
NOTARY PUBLIC
WAKE COUNTY, N.C. 1_-�!
My Commission Expires 07.1,-2023
252-808-2808 .. 1-888-4RCQAST .. www.nccoastalmanage
ry

Form 0CM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial ®PubliclGovernment ❑Private/Community
c. Type of bridge (construction material):
Concrete Box Beam
e. (!)Will proposed bridge replace an existing bridge? ®Yes ONO
If yes,
(il) Length of existing bridge: 75' 9"
(lit) Width of existing bridge: 20'
IN) Navigation clearance underneath existing bridge: 6_5'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All
g. Length of proposed bridge: 90'
i. WIII the proposed bridge affect existing water flow? ®Yes ONO
If yes, explain: Proposed design will create a larger
hydrualic opening and remove the existence of piers
in the main channel.
It. Navigation clearance underneath proposed bridge: 6_7
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®NO
If yes, explain:
b. Water body to be crossed by bridge:
Harlowe Canal
d. Water depth at the proposed crossing at NLW or NWL:
Avg. 5 ft. from NWL
I. (I) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(Iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 30'
J. Will the proposed bridge affect navigation by reducin or
increasing the existing navigable opening? or
❑No
If yes, explain: Removal of piers and matching existing low
chord will provide a larger navigable opening.
I. Have you contacted the U.S. Coast Guard concerning their
approval? ®Yes ❑No
If yes, explain: Yes. KCA is in coordination with the USCG
regarding a Section 9 bridge permitting or possible 144c
exemption approval.
RECEIVED
n. Height of proposed bridge above wetlands: 6
JAN 12 ?0?
j)Crw-WID CITY
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: _
b. Water body in which the culvert is to be placed:
252.808.2808 :: 1-000-411COAST :: www.nr.roastalrnanagement,net revised: 10/20:06

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back>
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ONO
If yes,
(it) Length of existing bridge: _
(III) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the lop of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
If yes,
(it) Length of existing culvert(s):
giq Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Width of proposed culvert:
1. Depth of culved to be burled below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
If yes, explain:
❑Yes ONO
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL?
®Yes []No
If yes,
(it) Avg. length of area to be excavated:
45' (Per Side)
(iii) Avg. width of area to be excavated:
3' (Per Side)
(Iv) Avg, depth of area to be excavated:
3' (Per Side)
(v) Amount of material to be excavated
in cubic yards: 30
Total
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 (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feel affected.
❑CW _ ❑SAV ❑SB
OWL 18se.ft. ❑Nona
(it) Describe the purpose of the excavation in these areas:
Placement of the bridge abutment and rip rap bank
protection.
RECEIVED
JAN 12 2022
DCM-MHD CITY
252.008-2800 :: 1.888-4RCOAS7 :: www.nccoastatmanagement.net revised: 10/26lO6

Forth DCM MP-5 (Bridges and Culverts, Page 3 of 4)
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? Eyes ONO
If yes,
(if) Avg. length of area to be excavated: 45' (Per Side)
(ill) Avg. width of area to be excavated: 10' (Per Side)
(iv) Avg. depth of area to be excavated: 3' (Per Side)
(v) Amount of material to be excavated in cubic yards: 100
To al
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(1) Location of the spoil disposal area: Off site by the contractor
(it) Dimensions of the spoil disposal area: TBD
(ill) 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 (11) above.
(vi) Does the disposal area Include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (II) above.
e. (1) 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,
(it) Avg. length of area to be filled: 45
(111) Avg. width of area to be filled: 4
(iv) Purpose of fill: Rip Rap embankment protection
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 45
(ill) Avg. width of area to be filled: 9
(iv) Purpose of fill: Rip Rap embankment protection
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ®Yes ONO
If yes, explain: Carteret -Craven Electric 3-phase
overhead electric to be relocated. Cenlurylink overhead
telecommunications to be relocated. Charter/Spectrum
underground line to be verfied and relocated.
(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 87so.tt. ❑SAV ❑SB
❑WL _ []None
(11) Describe the purpose of the excavation in these areas:
Rip Rap embankment protection
RECEIVED
JAN 12 2022
DCM•-MI-ID CITY
b. Will the proposed project require the construction of any temporary
detour structures? []Yes ®No
If yes, explain: Off -site Detour
252-808-2808 :: 1.000ARCOAST :: www.nccoastalmanagema_nt.net revised: 1012M(Ki

Forth DCM MP-5 (Bridges and Culverts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
[]Yes ®No controlled?
If yes, complete Form DCM-MP-2. Excavated fill material will be disposed of off -site. Project
site will feature erosion control measures throughout
the duration of construction.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
1-2 Crawler Cranes, 1 excavator, 2-5 Concrete trucks
during pours, dump trucks, and asphalt paving equipment
as well as striping trucks near the and of the project. 5+
pickup trucks and personal vehicles.
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.
I/7 /-ZOzF-
Dale
BP2.R005
Project Name
NCDOT
Applice Z /
Applicant Signature
I. Will wetlands be crossed in transporting equipment to project site?
[]Yes ®Nc
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
! �.. foamy. North caroling
I C011 aul YY'mlbW4 peuon(s) personally sPPONd before
me this day, each acknotiledgkrg to rx that M or she sgned 9w
Wegving k)VA ant: -ChAw
' (name ofprxmi4411
)
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(offcialsee9 W oxrAJ"w expine:�_/s CUES.
Joseph Costanzo
NOTARY PUBLIC
RECEIVE=D WAKE COUNTY, N.C.
My Commission Expires 07-15-2023
JAN 12 2022
DGM-MHD CITY
252.806.2008 :: 1.688-4RCbAST :: www.n cc oa s to hn an agent ent,net revised: 10126106

Attachments:
Agent Authorization
Narrative
Categorical Exclusion
Plan Sheets
Impact Summary
UBO
RECEIVED
JAN 12 2022
DCM-MHD CITY

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: NCDOT; Casey Whitley
Mailing Address: 1037 W.H Smith Blvd.
Greenville, NC 27835
Phone Number: 252-439-2811
Email Address: ckwhitleyCncdot.gov
I certify that I have authorized Kisinger Campo and Associates
Agent I Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
BP2.R005.1 - Replacement of bridge 150057
at my property located at SR 1391 - Ball Farm Rd. over Harlowe Canal
in Carteret
County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Casey Whitley
GI%�
Signatu
Print or Type Name
Division 2 Project Engineer
Title
8 I 25 12021
Date
This certification is valid through 5 I 31 12022
RECEIVED
JAN 12 '1022
DCM-MHD CITY

CAMP
KCA I &'ASSEOR IRATE®
Project Narrative:
8/5/2021
State project BP2.R005.1 will consist of replacing the structurally deficient NCDOT bridge
N150057 between NC 101 and SR 1392 over Harlowe Canal. The work will be performed in accordance
with the latest policies and procedures of the State of North Carolina Department of Transportation
(State), the Federal Highway Administration (FHWA), and will be in conformance with the NCDOT
Project Delivery Network (PDN) as applicable for Low Impact Bridge Replacement Projects (LIBRP).
The existing 4-span (1@18'3", 1@17',1@20'1",1@20'S") bridge, built In 1950, requires
replacement of due to deterioration of structural elements. The posted weight limits for the bridge are
currently 19 Tons and 28 Tons for single vehicles and truck tractors -semitrailers, respectively. The
existing bridge is 75.75 ft. long with a clear roadway width of 20 ft. Bridge No.150057 has a sufficiency
rating of 45.99 and is categorized as "Functionally Obsolete". Both superstructure and substructure
elements show signs of deterioration, and have had priority maintenance repairs performed on the
substructure elements. This is a bridge replacement and safety improvement project.
The proposed replacement structure is a 1-span (1@90') 33" Box Beam, with 4.0' caps, and an
out -to -out deck width of 30'. Roadway fill slopes throughout the project will vary between 2:1 and 6:1.
The bridge will be replaced on the existing alignment whife detouring traffic offsite during the
construction period. The 1.1-mile offsite detour Includes Ball Farm Rd. (SR 1391) to Adams Creek Rd. (SR
1392) to NC 101. The condition of all roads, bridges and intersections on the offsite detour are
acceptable without improvement and concurs with the use of the detour. Stormwater runoff from the
bridge and roadway will be collected by either traffic bearing grated inlets or modified concrete flumes,
then outlet to dissipator rip rap pads. All proposed ditches for this project will be used to maintain
existing drainage patterns.
RECEIVED
JAN 12 2022
DCM-MHD CITY
., w 9I9.882.7839 , W /Z

Type I or II Categorical Exclusion Action Classification Form
STIP Project No.
WBS Element
Federal Project No.
A. Proiect Description:
SP2.R005.1
BP2.R005.1
N/A
This project replaces bridge 150057 on SR 1391 (Ball Farm Rd.) over Harlowe Canal in Carteret
County. The bridge will be replaced on the existing alignment while detouring traffic offsite, see
attached: Figure 1 — Project Location Map, and Figure 2 — Detour Map.
The proposed bridge will be approximately 90 ft. long with a clear roadway width of 27.8 ft. The
approach roadway will extend approximately 253 ft. and 134 ft. to the west and east ends of the
bridge, respectively.
B. Description of Need and Purpose:
Built in 1950 this bridge requires replacement due to deterioration of structural elements. The posted
weight limits for the bridge are currently 19 Tons and 28 Tons for single vehicles and truck tractors -
semitrailers, respectively. The existing bridge is 75.75 ft. long with a clear roadway width of 20 ft.
Bridge No. 150057 has a sufficiency rating of 45.99 and is categorized as "Functionally Obsolete".
Both superstructure and substructure elements show signs of deterioration, and have had priority
maintenance repairs performed on the substructure elements. This is a bridge replacement and safety
improvement project.
C. Categorical Exclusion Action Classification:
Type I(A) - Ground Disturbing Action
D. Proposed Improvements:
28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to
replace existing at -grade railroad crossings, if the actions meet the constraints in 23 CFR
771.117(e)(1-6).
NOTE: 1 he following Type I(C) Actions (NCOOT-FHWA 2019 CE Agreement, Appendix A) only
require completion of Sections A through D to substantiate and docurnent the CE classification: 1,
5, 8 (signs and pavement markings only), 11, 13, 14, 15, 16, 17, 19, and 20, or several other Type I j
Action subcategories identified in past NCDOT-FHWA CE Programmatic Agreements (see
Appendix D). Pre -approval as a CE does not exempt activities front compliance with other
federal environmental laws. -
E. Special Proiect Information:
Alternatives Discussion:
No -Build — The no build alternative would result in eventually closing the road, which isRECEIVED
unacceptable given the farms and communities served by SR 1391 (Ball Farm Rd.).
JAN 12 2022
v2019.1 BP2.R005.1 Type I(A) CE U%WI D CITY

Rehabilitation — The bridge was constructed in 1950 and both concrete and timber materials
within the bridge are reaching the end of their useful life. Rehabilitation would require replacing
components, which would constitute effectively replacing the bridge.
Onsite Detour — An onsite detour was not evaluated due to the presence of a feasible offsite
detour, and also to minimize environmental impacts.
Staged Construction — Staged construction was not considered because of the availability of an
acceptable offsite detour.
New Alignment — Given that the alignment for SR 1391 is acceptable, a new alignment was not
considered as an alternative.
Offsite Detour (Preferred) — Traffic will be detoured offsite during the construction period. The
1.1-mile offsite detour includes Ball Farm Rd. (SR 1391) to Adams Creek Rd. (SR 1392) to NC
101. The condition of all roads, bridges and intersections on the offsite detour are acceptable
without improvement and concurs with the use of the detour. See attached Figure 2 - Detour Map.
Design Issues:
Traffic: Current: 150 ADT
TTST: 3%, Duals: 3%
Local Rural — NCDOT Sub -regional Tier Guidelines
Design Speed — 55 mph
No design exceptions required
Typical Section for Bridge:
30'-0" OUT-TO.OUT
27'-10" CLEAR ROADWAY
-L- (SR 1391 - BALL FARM RD)
T-11" 10, 10, T-11"
i
i
GRADE C3
i
i002 0.02�
&ojo�ojolnlo�oj jn
ARRIER RAIILI(TYP.)
"' VARIES, SEE STRUCTURE PLANS 33" BOX -BEAM (TYP.)
7" MAX AT CL, 3.5" MIN.
Pedestrian and Bicycle Accommodations:
R17CE1VED
1AN 12 2022
()C(W-MHD CITY
SR 1391 (Ball Farm Rd.) is not part of a NC or US designated bike route. Thus, bicycle and
pedestrian accommodations are not required for this project.
v2019.1 BP2.RO05.1 Type I(A) CE Page 2

Cost Estimate:
The estimated project costs for the Selected Alternative, based on 2021 prices, are as follows:
Right of Way
Construction
$100,000
$700,000
Total Cost: $800,000
Anticipated Permits or Consultation Requirements:
U.S. Army Corps of Engineers:
The proposed project has been designated as a Categorical Exclusion (CE) for the purposes of
National Environmental Policy Act (NEPA) documentation. As a result, a Nationwide Permit will
likely be required from the U.S. Army Corps of Engineers (USACE) for impacts to "Waters of the
United States" resulting from this project. The USACE holds the final discretion as to what permit
will be required to authorize project construction.
U.S. Coast Guard.,
Harlowe Canal has been classified as a navigable waterway and as such requires a U.S. Coast
Guard Section 9 Bridge Permit or exemption through 23 U.S.C. 144(c)(2).
CAMA:
Carteret County is listed under the Coastal Area Management Act (CAMA). Given the low impacts
to the waterway the project will most likely be placed under the General Permit. NCDEQ has the
final say on the required permit.
Public Involvement:
NCDOT will minimize any impact to businesses along SR 1391 during construction and will try to
expedite the construction time. The area is primarily rural residential and agricultural regarding
land use.
v2019.1 BP2.R005.1 Type 1(A) CE
RECEIVFf.)
JAN 12 2022
DCM-MhID CITY
Page 3

F. Project Impact Criteria Checklists:
F2. Ground Disturbing Actions —Type I (Appendix A) & Type II (Appendix B)
Proposed improvement(s) that fit Type I Actions (NCDOT-FHWA CE Programmatic Agreement,
Appendix A) including 2, 3, 6, 7, 9, 12, 18, 21, 22 (ground disturbing), 23, 24, 25, 26, 27, 28, &/or 30;
Wor Type II Actions (NCDOT-FHWA CE Programmatic Agreement, Appendix B) answer the project
impact threshold questions (below) and questions 8 — 31.
• If any question 1-7 is checked "Yes" then NCDOT certification for FHWA approval is required.
• If any question 8-31 is checked "Yes" then additional information will be required for those questions
in Section G.
PROJECT IMPACT THRESHOLDS
Yes
No
(FHWA signature required if any of the questions 1-7 are marked "Yes".)
1
Does the project require formal consultation with U.S. Fish and Wildlife Service
❑
Q
(USFWS) or National Marine Fisheries Service (NMFS)?
2
Does the project result in impacts subject to the conditions of the Bald and Golden
❑
Q
Eagle Protection Act (BGEPA)?
3
Does the project generate substantial controversy or public opposition, for any
❑
Q
reason, following appropriate public involvement?
4
Does the project cause disproportionately high and adverse impacts relative to low-
❑
Q
income and/or minority populations?
5
Does the project involve a residential or commercial displacement, or a substantial
El
amount of right of way acquisition?
6
Does the project require an Individual Section 4(f) approval?
❑
Q
Does the project include adverse effects that cannot be resolved with a
7
Memorandum of Agreement (MOA) under Section 106 of the National Historic
❑
Q
Preservation Act (NHPA) or have an adverse effect on a National Historic
Landmark (NHL)?
If any question 8-31 is checked "Yes" then additional information will be required for those questions in
Section G.
Other Considerations
Yes
No
8
Is an Endangered Species Act (ESA) determination unresolved or is the project
Q
❑
covered by a Programmatic Agreement under Section 7?
9
Is the project located in anadromous fish spawning waters?
❑
[Q
Does the project impact waters classified as Outstanding Resource Water (ORW),
10
High Quality Water (HQW), Water Supply Watershed Critical Areas, 303(d) listed
Q
❑
impaired water bodies buffer rules, or Submerged Aquatic Vegetation (SAV)?
11
Does the project impact Waters of the United States in any of the designated
❑
mountain trout streams?
12
Does the project require a U.S. Army Corps of Engineers (USACE) Individual
❑
Q
Section 404 Permit?
13
Will the project require an easement from a Federal Energy Regulatory
❑
Q
Commission FERC licensed facility?
v2019.1 BP2.R005.1 Type I(A) CE Page 4
JAN 12 2022
DCM-MHD CITY

Other Considerations for Type I and II Ground Disturbing Actions (continued)
Yes
No
Does the project include a Section 106 of the National Historic Preservation Act
Q
14
(NHPA) effects determination other than a No Effect, including archaeological
❑
remains?
Does the project involve GeoEnvironmental Sites of Concerns such as gas
❑
Q
15
stations, dry cleaners, landfills, etc.?
Does the project require work encroaching and adversely affecting a regulatory
floodway or work affecting the base floodplain (100-year flood) elevations of a
❑
Q
16
water course or lake, pursuant to Executive Order 11988 and 23 CFR 650 subpart
A?
Is the project in a Coastal Area Management Act (CAMA) county and substantially
❑
Q
1 7
affects the coastal zone and/or any Area of Environmental Concern AEC 7
18
Does the project require a U.S. Coast Guard (USCG) permit?
Q
❑
Does the project involve construction activities in, across, or adjacent to a
❑
Q
19
desi nated Wild and Scenic River present within the project area?
20
Does the project involve Coastal Barrier Resources Act (CBRA) resources?
❑
Q
Does the project impact federal lands (e.g. U.S. Forest Service (USFS), USFWS,
❑
Q
21
etc.) or Tribal Lands?
Does the project involve any changes in access control or the modification or
❑
Q
22
construction of an interchange on an interstate?
Does the project have a permanent adverse effect on local traffic patterns or
❑
Q
23
community cohesiveness?
24
Will maintenance of traffic cause substantial disruption?
❑
Q
Is the project inconsistent with the STIP, and where applicable, the Metropolitan
❑
Q
25
Planning Or anization's MPO's Transportation Improvement Program (TIP)?
Does the project require the acquisition of lands under the protection of Section 6(0
of the Land and Water Conservation Act, the Federal Aid in Fish Restoration Act,
the Federal Aid in Wildlife Restoration Act, Tennessee Valley Authority (TVA),
❑
Q
26
Tribal Lands, or other unique areas or special lands that were acquired in fee or
easement with public -use money and have deed restrictions or covenants on the
ro ert ?
Does the project involve Federal Emergency Management Agency (FEMA) buyout
❑
Q
27
ro erties under the Hazard Mitigation Grant Program HMGP ?
28
Does the project include a de minimis or programmatic Section 4(f)? -
❑
Q
29
Is the project considered a Type I under the NCDOT Noise Policy?
❑
Q
Is there prime or important farmland soil impacted by this project as defined by the
Q
ElFarmland
30
Protection PolicyAct FPPA ?
Are there other issues that arose during the project development process that
❑
Q
31
affected the ro'ect decision?
RECEIVED
JAN ] 2 2022
DCM-MHC) CITY
v2019.1 BP2.R005.1 Type I(A) CE age 5

G. Additional Documentation as Required from Section F (ONLY for questions marked 'Yes'):
Question 8 — Endangered Species:
Federally protected species
A review of the September 2021 U.S Fish and Wildlife (USFWS) IPaC website lists fourteen
federally protected species. Additionally the NRTR addressed the Hawksbill Sea Turtle and the
Shortnose Sturgeon.
American alligator
USFWS Recommended Survey Window: year-round (only warm days in winter)
Biological Conclusion: Not Required
In North Carolina, alligators have been recorded in nearly every coastal county, and many
inland counties to the fall line. The alligator is found in rivers, streams, canals, lakes,
swamps, and coastal marshes. Adult animals are highly tolerant of salt water, but the
young are more sensitive, with salinities greater than 5 parts per thousand considered
harmful. The American alligator remains on the protected species list due to its similarity in
appearance to the Endangered American crocodile. Species listed as threatened due to
similarity of appearance do not require Section 7 consultation with the USFWS. Habitat for
American alligator is present in Harlowe Canal within the study area. The riparian system
may be deep enough in several parts of the study area for the alligator to migrate. None
were observed at the time of the field investigation.
Black rail
USFWS Recommended Survey Window: April - June
Biological Conclusion: No Effect
The black rail is typically found in saltwater and brackish marshes with dense cover but can
also be found in adjacent upland areas. Though the project contains a small saltwater and
brackish marsh area, this wetland is not of sufficient size and is too sparsely vegetated to
adequately support the life history and ecology of the black rail.
Green sea turtle
USFWS/NMFS Recommended Survey Window: April - August
Biological Conclusion: No Effect
Green sea turtles inhabit temperate and tropical oceans and can be found in lagoons,
reefs, bays, mangrove swamps, and inlets where marine grasses are present for foraging.
Green sea turtles are not known to nest in North Carolina. The subject project does not
contain preferred habitat for the species. Additionally, a review of the March 2021 NCNHP
database identified no known occurrences of this species within 1.0 mile of the study area.
Hawksbill sea turtle
USFWS/NMFS Recommended Survey Window: April - August
Biological Conclusion: No Effect
Hawksbill sea turtles inhabit tropical and subtropical oceans and can be found in coral
reefs, rocky outcrops, shoals, mangrove bays, estuaries, and offshore on floating mats of
seaweed. They have been documented as far north as Massachusetts but rarely are
documented north of Florida. Hawksbill sea turtles are not known to nest in North Carolina.
The subject project does not contain preferred habitat for the species. Additionally, a review
of the March 2021 NCNHP database identified no known occurrences of this species within
1.0 mile of the study area.
R F C E IV E D
Kemo's ridley sea turtle
USFWS/NMFS Recommended Survey Window: April - August JAN 12 20
v2019.1 BP2.R005.1 Type 1(A) CE DCM-MIrfMrQ l''Y

Biological Conclusion: No Effect
Kemp's ridley sea turtles prefer neritic areas of the ocean with sandy or muddy bottoms.
While infrequent, Kemp's ridley sea turtle nests haven been confirmed in North Carolina
and sightings for this species exist for most coastal counties. This species prefers beach
sections with a well-defined dune area, that back up to swamps or other large bodies of
open water. The subject project does not contain preferred habitat or potential nesting
areas for the species. Additionally, a review of the March 2021 NCNHP database identified
no known occurrences of this species within 1.0 mile of the study area.
Leatherback sea turtle
USFWS/NMFS Recommended Survey Window: April - August
Biological Conclusion: No Effect
Leatherback sea turtles inhabit tropical waters of the Atlantic, Pacific, and Indian oceans.
They are typically found offshore in the open ocean; however, in northern waters they have
been documented in bays, estuaries and other inland bodies of water. While infrequent,
leatherback sea turtle nests have been confirmed in North Carolina. They typically nest on
sandy beaches backed with vegetation in proximity to relatively deep waters. The subject
project does not contain preferred habitat or potential nesting areas for the species.
Additionally, a review of the March 2021 NCNHP database identified no known
occurrences of this species within 1.0 mile of the study area.
Loggerhead sea turtle
USFWS/NMFS Recommended Survey Window: April- August
Biological Conclusion: No Effect
Loggerhead sea turtles inhabit the open ocean and can be found offshore in deepwater
areas or nearshore in neritic area such as bays, lagoons, salt marshes, creeks, ship
channels, and the mouth of large rivers. Loggerhead sea turtles are known to occasionally
nest on the sandy beaches of the North Carolina coast. The subject project does not
contain preferred habitat or potential nesting areas for the species. Additionally, a review of
the March 2021 NCNHP database identified no known occurrences of this species within
1.0 mile of the study area.
Northern Iona -eared bat
USFWS/NMFS Recommended Survey Window: June 1 —August 15
Biological Conclusion: May Affect, Likely to Adversely Affect
The USFWS has developed a Programmatic Biological Opinion (PBO) in conjunction with
the Federal Highway Administration (FHWA), USACE, and NCDOT for the northern long-
eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina (USFWS 2020). The
PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and
activities. The programmatic determination for NLEB for the NCDOT program is May
Affect, Likely to Adversely Affect. The PBO provides incidental take coverage for NLEB
and will ensure compliance with Section 7 of the Endangered Species Act for five years for
all NCDOT projects with a federal nexus in Divisions 1-8, which includes Carteret County,
where this project is located. This level of incidental take is authorized from the effective
date of a final listing determination through December31, 2030. RECEIVED
Piping plover
JAN 12 2022
USFWS optimal survey window: year round
DCM-MHD CITY
Biological Conclusion: No Effect
Piping plovers breed and winter in North Carolina. Suitable breeding and wintering habitat
includes unvegetated coastal sandy beaches and sand and/or mudflats with little to no
v2019.1 BP2.R005.1 Type I(A) CE Page 7

tyake porest, North Carolina 27.487
September 13, 2021
wwy. rgai ncorporated.com
To: Sam Cullum, PE, Structures Department Manager, Kisinger Campo & Associates, Raleigh
From: Ellen Turco, Principal Historian, Richard Grubb & Associates (RGA)
Re: Cultural resources investigations (historic architecture and archaeology) status update for Bridge
No. 57 Replacement over Harlowe Canal on Bell farm Road (SR1391), BP2.11005.1.
RGA staff completed the field survey for the historic architecture and archaeology components of the
above referenced project on August 27, 2021. We are in the process of preparing two separate reports
as is required by NCDOT. Below is a summary of our findings to date. These may change as we continue
our assessment
Historic Architecture Survey Preliminary Results
...A .. .. &10Hp etiol4Jlitu rornmmandafinrl
I a •. oulvcrcv ,., .,yc, .,.... .... ..._..e.......r
Property Name
RGA NRHP* Recommendation (anticipated)
Clubfoot and Harlowe Canal (CR565)
Potentially Eligible
William Nash Bell House (CR1208)
Potentially Eligible REGEIVI
Raymond Ball House (CR1211)
Not eligible
George Ball House (CR 1213)
Not eligible
Ball Bothers Farm District
Potentially Eligible
*National Register of Historic Places
D
22
DCM-MHD CITY
Archaeology Survey Preliminary Results
Thirty-two shovel test pits were excavated. No cultural materials or features were found, except for the
previously identified Clubfoot and Harlowe Canal (CR565). We anticipate the Clubfoot and Harlowe Canal
will be recommended eligible for the NRHP for its archaeological potential.
Anticipated Reports Review Schedule
I-W 9 Ar.irnnT and cnvn raviaw srhedule for historic architecture and archaeology reports.
Milestone
Date (anticipated)
RGA submits architecture and archaeology reports
to NCDOT reviews
October 15, 2021
RGA revises report to incorporate NCDOT
comments
October 22, 2021
NCDOT reviewer submits reports to SHPO*
October 25, 2021
SHPO issues review letter
November 24, 2021(30 days; may be fewer)
December 2021
NCDOT/SHPO Effects meeting
*State Historic Preservation Office

Bridge 57 Cultural Update
Page 2
Effects meetings between the NCDOT cultural resources staff and the SHPO staff are presently held
monthly for the purpose of determining project effects on historic properties. The agencies plan to resume
bi-weekly effects meetings in 2022. The bridge replacement is likely to have minimal effects on properties
determined eligible for listing in the NRHP. Should SHPO and MOT determine the effects will be
significant or adverse, then additional review time may be required for the two agencies to develop ways
to avoid or minimize the effects. In this case the Categorical Exclusion, if issued, could be amended, or
revised to reflect the findings and additional NCDOT commitments. The commitments will be agreed
upon by the SHPO and NCDOT cultural resources staff and could range from additional cultural resources
studies, adjustments to bridge design or staging areas, or the engagement of a qualified archaeologist to
monitor construction activities.
RECEIVED
JAN 12 2022
DCM-MHD CITY

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JAN 12 2022
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Tracking Number: 70203160000229033198
Status
Your item could not be delivered on December 31, 2021 at
10:25 am in DURHAM, NC 27707. It was held for the
required number of days and is being returned to the
sender.
Text & Email Updates
Return Receipt Electronic
Tracking History
Unclaimed/Being Returned to Sender
December 31. 2021 at 10.25 am
DURHANI, NO 27707
Get Updates V
Alert
u
V
n
December 31, 2021. 10:25 am
Unclaimed/Being Returned to Sender
DURHM I, NC 27707
Your item could not be delivered on December 31. 2021 at 10:25 am in DURHAM, NO 27707. It was he'd for the required number of days and is
being returned to the sender.
Reminder to Schedule Redelivery of your item
December 23, 2021, 10:19 am
Notice Left (No Authorized Recipient Available)
DURHAM, NO 27707
December 18, 2021, 8:42 am
Held at Post OfIlce, At Customer Request
DURHAM. NO 27707
December 17, 2021, 8A7 pm
Departed USES Regional Facility
RALEIGH NO DISTRIBUTION CENTER
December 16, 2021, 10:14 pm
Arrived at USES Regional Facility
RALEIGH NO DISTRIBUTION CENTER
December 16, 2021, 4:58 pm
Departed Post Office
RALEIGH. NG27601
December 16, 2021, 11:48 am
USPS in possession of item
RALEIGH, NO 27601
PACKAGE DROPPED OFF IN
PERSON AT MR. CECELSKI'S
RESIDENCE IN DURHAM ON
01/07/2022 AT 11:30 AM BY
SAM CULLUM OF KCA.
RECEIVED
JAN 12 M../.
()CM -MI -ID CITY

/ -, j-, t Y. /S", ,
Pmjee't Tracking No. (Internal Use)
21-07-0001
HISTORIC ARCHITECTURE AND LANDSCAPES
ASSESSMENT OF EFFECTS FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRO.TF.CT INFORMATION
Project No:
County:
Carteret
WBS No.:
BP2.R005.1
Document
Type:
Federal CE
Fed. Aid No:
Funding:
® State ❑ Federal
Federal
Permits :
® Yes ❑ No
Permit
e(s):
Proiect Description:
Replace Bridge No. 150057 over Harlowe Creek on Ball Farm Road (SR 1391).
OF His I UK1U
AIN 11 LAINOW-Ar 3ME V In VV
Description of review activities, results, and conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on July 13, 2021. Based on this review, there are documented properties over fifty
years of age within the Area of Potential Effects, which follows the boundary of the Study Area.
An Historic Architecture Survey was required and an Historic Structures Survey Report was
completed November 2021 evaluating four individual resources and one historic district. The
State Historic Preservation Office confirmed these findings on January 10, 2022.
Sun,e V Site No.
Name
NRHP Recommendation
CR0565/C71338
Clubfoot and Haclowe Creek Canal
Eli 'ble
CR1208
William Nash Bell House
Eligible
6R12 11
Ra •mond Ball House
Not hidividually Elible
CR1213
George Ball House
Not IndividuAv Eligible
CR1450
Ball Brothers Farm
Eh ible
NRHP—N.d nA Regi,¢e of Historic Pace,
After preliminary plans were provided, it was determined that the Ball Brothers Farm falls
outside of the study area and will not be affected by this project. An assessment of effects is
required for the Clubfoot and Harlow Creek Canal and the William Nash Bell House.
Historic Architecnn'e and Landscapes EFFECTS ASSESSMENTform forMinor TransporPotion Projects as Qaalifted in (he 2007 Programmatic Agreement.
Page 1 of 4

ASSESSMENT OF EFFECTS
Property Name:
William Nash Bell House
Status:
Determined Eligible
Survey Site No.:
CR1208
PIN.
Multiple
Effects
❑ No Effect ® No Adverse Effect ❑ Adverse Effect
Explanation of Effects Determination:
There will be no adverse effect to the resource with the condition of a two -bar metal rail utilized
on the bridge.
List of Environmental Commitments:
The bridge will have a two -bar metal rail.
Property Name:
Clubfoot and Harlow
Status:
Determined Eligible
Creek Canal
Survey Site No.:
1 CR0565/CV 1338
PIN:
Effects
❑ No Effect ® No Adverse Effect ❑ Adverse Effect
Explanation of Effects Determination:
There will be no adverse effect to the resource with the condition of a two -bar metal rail utilized
on the bridge.
List of Environmental Commitments:
The bridge will have a two -bar metal rail.
Historic Architecture and Landscapes EFFEMASSESSMENTjorm for Minor Ti'amportation Projects as Qtelifiedin the 2007Progrummatic Agreement.
Page 2 of 4

SUPPORT DOCUMENTATION
❑Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ®Design Plans
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic Architecture and Landscapes —ASSESSMENT OF EFFECTS
K4 H44"x
NCDOT Architectural Historian
kv,tb ,yJBe.A�km F-a %
02/24/2022
Date
02/25/2022
State Historic Preservation Office Representative Date
Federal Agency Representative
02/24/2022
Date
Nisroric Archi(eenme and Landscapes EFFECTS ASSESSMENT farm for Minor Iramportasion Projects as Qnal fed in the 2007 Pt ogrnnmmtic Agreement.
Page 3 of 4

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Historic Architecnae and Landscapes EFFECTSASSESSMENTfonnfor Minor Transportation Pr jecu as Qualiftedin the200]Programmatic Agreement.
Page 4 of 4

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: NCDOT• Casey Whitley
Address of Property: SR 1391 - Bali Farm Rd. over Harlowe Canal
Mailing Address of Owner: 1037 W.H Smith Blvd. Greenville, NC 27835
Owners email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Kisinger Campo and Associates Agent Phone#: [phone]
Agent's Email: [e-mail]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 400 Commerce Ave., Morehead City, NC 28557. DCM representatives can also be contacted
at [phone]. No response is considered the same as no objection if you have been notified by
Certified Mail.
nf1119U&-1Mg1LL:
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
.OR -
I do not wish to waive the 15' setback requirement (initial the blank) VC
Signature of Adjacent Riparian Property Owner: l / C
Typed/Printed name ofARPO: OAUI) S%AuLES et:CELSKI
Mailing Address ofARPO: (SDZ �)V)AJj Si - uPL)Alt- /N,C. Z7707
ARPO'semail: act V"C),s-Cccc l;iCJ ARPOsPhone#: C�I�� �%0 OZ3�S
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised JIL8?EJIVED
JAN t S 2022
DCM..MHD CITY

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Banos, Adminisuator
Governor Roy Cooper
Secretary D. Reid Wilson
May 12, 2022
MEMORANDUM
TO:
FROM:
SUBJECT:
Matt Wilkerson
Environmental Analysis Unit
NCDOT Division of Highways
Office of Archives and History
Deputy Secretary Darin J. Waters, Ph.D.
mtwilkerson(2mcdot. gov
Ramona M. Bartos, Deputy cc))
State Historic Preservation Officer P% ' hO.m on0. Kfz �
Replacement of Bridge No. 57 over Harlowe Creek on Ball Farm Road (SR 1391),
PA no. 21-07-0001, Carteret County, ER 21-3104
Thank you for your letter of April 4, 2022, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review(cDncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Location: 109 Eau Jones Sane q Ralegh NC 27601 Maaing Add,ess:4617 nLvl Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

ST�i�y
4
Y��Ci
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
April 4, 2022
Ms. Ramona Bartos
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
Dear Ms. Bartos,
SUBJECT: Replacement of Bridge No. 57 on Ball Farm Road (SR 1391) over the Clubfoot and
Harlowe Creek Canal, WBS# BP2.R005.1, Amended Minor Transportation
Programmatic Agreement (PA) Project PA 21-07-0001, Division 2, Carteret County
Enclosed please find one (1) copy of the "Archaeological No Adverse Effect Determination' form
prepared for the archaeological investigations conducted within the Study Area for the replacement of
Bridge No. 57 on Ball Farm Road (SR 1391) over the Clubfoot and Harlowe Creek Canal in Carteret
County. One (1) copy of the relevant site form is also included. Work on this State -funded project was
completed in compliance with Section 106 of the National Historic Preservation Act (1966, as amended)
and the guidelines issued by the Advisory Council on Historic Preservation in anticipation of Federal
permit requirements. This bridge replacement project is subject to the terms and conditions of the
Amended Programmatic Agreement (PA) between the Federal Highway Administration, the US Army
Corps of Engineers (Wilmington District), the North Carolina Department of Transportation, the
Advisory Council on Historic Preservation, and the North Carolina State Historic Preservation Officer for
Transportation Projects, as executed on December 7, 2020.
One (1) archaeological site (3ICR481 —the Clubfoot and Harlowe Creek Canal) was doquntented within
the Study Area and evaluated for the National Register of Historic Places (NRHP) through the application
of Criteria A-D. Although the Area of Potential Effects (APE) was initially defined as the Study Area,
preliminary design plans were later utilized to determine the extent of potential impacts to the resource.
As a result of the Historic Architecture survey and subsequent Effects Meeting, the Clubfoot and Harowe
Creek Canal was determined eligible for the NRHP per Criterion A in the areas of Transportation and
Commerce with its period of significance listed as circa 1800-1911, from its initial construction until the
designation of Adams Creek as the preferred route for the Intracoastal Waterway.
As an archaeological resource, Site 31 CR481 also presents high research potential. Intact archaeological
features (articulated brick and mortar) were identified along the canal bank, approximately 300 yards
south of the bridge on Ball Farm Road (SR 1391). Additional archaeological resources potentially
present along the 3-mile canal include intact cross -sections of the canal prism and walls, locks, bridge
crossings or a possible causeway as well as submerged resources in the canal bed and terrestrial resources
along its banks. As such, there is a high potential for archaeological resources that would contribute to
the significance of the NRHP-eligible canal, including information regarding construction methods and its
overall profile. Based on the physical integrity of the canal prism and potential for canal and associated
,Mailing Address:
Telephone: [phone] Lomrimr:
NC DEPARTMENT OFTRANSPORTATION
Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT
Cum ... er Service: 1-877J684968 RALEIGH, NC 27610
1598 MAIL SERVICE CENTER
RALEIGH, INC 27699-1598
Irebsire: reune.nodoLgov

maritime -related resources, the Clubfoot and Harlowe Creek Canal has the potential to yield information
significant in history and archaeology; therefore, the canal is also recommended eligible for the NRHP
under Criterion D.
Bridge No. 57 will be replaced with a single span structure, using an off -site detour. Existing piles will
be pulled or cut at the mudline. No bents in the water are proposed. No coffer dams will be used during
the bridge replacement. The proposed project has very minor impacts mainly resulting from the removal
of the existing vertical wall end bents and the addition of rip rap slope protection going from the toe of
slope to the proposed 4-foot caps. Such areas were considered disturbed by the construction of Bridge
No. 57 in 1950. It is believed that information regarding the canal's construction methods and intact
profile would be present in undisturbed areas away from Bridge No. 57. The proposed project represents
an in -kind replacement with impacts confined largely to the existing bridge footprint. Although spanning
the canal can be considered an impact to the canal, the undertaking is not altering any characteristics that
qualify the canal as eligible for the NRHP. The canal prism or bed will not be impacted during the
construction of the new bridge nor are any towpaths, locks, or other canal -related resources present within
the APE. Therefore, the proposed plans will not adversely impact the canal.
Based on the design plans and in keeping with the determination of the Effects Meeting held on February
24, 2022, we currently anticipate No Adverse Effect to Site 31 CR481 as a result of the undertaking
regarding archaeology, and per stipulation V.C. Lb of the PA, we are providing your office with this
documentation. For the purposes of Section 106 compliance, the United States Army Corps of Engineers
(USACE) will serve as the lead Federal agency; however, should no Federal action be necessary, then the
project is considered to be in compliance with NCGS 121-12(a).
We look forward to further discussions with your office. If you have any specific questions regarding the
proposed project, please contact me at [phone] or Paul J. Mohler, NCDOT Archaeologist, at (919)
707-6080.
Sincerely,
Matt Wilkerson
Archaeology Team Leader
Environmental Analysis Unit
MTW/pjm
Enclosure (PA Form, site form)
cc: Paul J. Mohler, Archaeology Team (pjmohler .ndot.gov)
Jay Johnson, Division 2 ([e-mail])
Sam Collum, KCA (scolluinQkcaenF com)
Jacob Duke, KCA (iduke kcaeng com)

DpcuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A360CCREAnd
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Mr. Casey Whitley
NCDOT Division 2
1037 W.H. Smith Blvd
Greenville, NC 27835
NORTH CAROLINA
Environmental Quality
April 1, 2022
Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with
ADDITIONAL CONDITIONS for the proposed replacement of Bridge No. 57 over Harlowe Canal on SR
1391 (Ball Farm Rd) in Carteret County.
NCDWR Project No. 20211 lot
Dear Mr. Whitley:
Attached hereto is a copy of Certification No. WQC004684 issued to The North Carolina Department of
Transportation (NCDOT) dated April 1, 2022.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
E 0xuelgnetl by:
Lvaii
96312000474
Richard E. Rogers, Jr., Director
Division of Water Resources
cc:
Tom Steffens, US Army Corps of Engineers, Washington Field Office
Jay Johnson, Division 2 Environmental Officer
Stephen Lane, NC Division of Coastal Management
Cathy Brittingham, NC Division of Coastal Management
Sam Cullum, Kisinger Campo & Associates, [e-mail]
Garcy Ward, NC Division of Water Resources, Washington Regional Office
File Copy
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
\V/� 919.707.9000

DocuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A360CCBEAD4
401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL
CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations
in 15 NCAC 2H .0500 and 15A NCAC 2B.0714. This certification authorizes the NCDOT to permanently impact
an additional 0.002 acres of coastal wetlands and 60 linear feet of stream in Carteret County. The project shall be
constructed pursuant to the application dated received February 2, 2022. The authorized impacts are as described
below:
Coastal Wetland and Stream Impacts in the White Oak River Basin
Wetland FBI
Stream
Stream
Site
Permanent
Permanent (If)
Temporary (If))
ac
Bridge No. 57
0.002
60
103
Total
0.002
163
The application provides adequate assurance that the discharge of fill material into wetlands and waters of the White
Oak River Basin in conjunction with the proposed activity will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application dated received
February 2, 2022. Should your project change, you are required to notify NCDWR and submit a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If any additional wetland impacts, or stream impacts, for this
project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h) (6) and (7).
For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you
should obtain all other federal, state or local permits before proceeding with your project including (but not limited
to) Sediment and Erosion control, Coastal Stormwater; Non -discharge and Water Supply watershed regulations.
This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers
Permit,
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands
or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any
prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be
interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water
use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the
date on which the withdrawal was initiated or expanded. Upon the presentation of proper credentials, the
Division may inspect the property.
Condition(s) of Certification:
1. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and
federal) having jurisdiction, including but not limited to applicable buffer rules, stormwater management rules,
soil erosion and sedimentation control requirements, etc.
2. This Certification is associated with the Nationwide 3 permit issued by the Corps of Engineers.
D Q� North Carolina Department of Environmental Quality I Division of Water Resources
tyt� 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
"'b 919.707.9000

DocuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A360CCBEAD4
3. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
4. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish spawning, or bird
nesting), then biological monitoring may be required at the request of other state or federal agencies and
coordinated with these activities. All moratoriums on construction activities established by the NC Wildlife
Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this condition
require written approval by the resource agency responsible for the given moratorium.
5. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC
02H.0501 and .0502]
6. During the construction of the project, no staging of equipment of any kind is permitted in waters of the
U.S., or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
7. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC
02H.0506(b)(3)]
8. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [15A NCAC 02H.0506(b)(3)]
9. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification. [15A NCAC 02H.0506(b)(2)]
10. When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability
of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes, or rules occur. [15A NCAC 02H .0506I b)(3) and (c)(3) and 15A NCAC 02B .0200]
a. Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the
NCDOT Sediment and Erosion Control Manual.
b. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repairof erosion control measures and
stormwater routing and treatment shall be on site at all times.
c. For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
d. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-1, WS-11, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in 15A
NCAC 04B .0124, Design Standards in Sensitive Watershed. [15A NCAC 02H.0506(b)(3) and
(c)(3); GC 4135]
11. Sediment and erosion control measures shall not be placed in wetlands or surface waters or within 5 feet of
the top of bank without prior approval from DWR [15A NCAC 02H.0506(b)(3) and (c)(3)]
12. Erosion control matting in riparian areas shall not contain a plastic or nylon mesh grid which can impinge
and entrap small animals. Matting should be secured in place by staples, stakes, or wherever possible live
North Carolina Department of Environmental Quality I Division of Water Resources
PFQ512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A360CCBEAD4
stakes of native trees. Riparian areas are defined as a distance 25 feet from top of stream bank. [ 15A
NCAC 02B.02011
13. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, then design
and placement of temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands, stream beds, or banks, adjacent to or upstream and downstream of the
above structures. All sediment and erosion control devices shall be removed from wetlands and waters
and the natural grade restored within two (2) months of the date that the Division of Energy, Mining and
Land Resources (DEMLR) or locally delegated program has released the specific area within the project.
[15A NCAC 0211.0506(b)(3) and (c)(3)]
14. As a condition of this 401 Water Quality Certification, the bridge demolition and construction must be
accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices
for Construction and Maintenance Activities. [15A NCAC 02H .0507(d)(2) and 15A NCAC 02H
.0506(b)(5)]
15. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the
bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes, vegetated
buffers, etc.) where possible before entering the stream. To meet the requirements of NCDOT's NPDES
permit NCS0000250, please refer to the most recent version of the North Carolina Department of
Transportation Stormwater Best Management Practices Toolbox manual for approved measures. [ 15A
NCAC 02H .0507(d)(2) and I5A NCAC 02H .0506(b)(5)]
16. All bridge construction shall be performed from the existing bridge, temporary work bridges, temporary
causeways, or floating or sunken barges. If work conditions require barges, they shall be floated into
position and then sunk. The barges shall not be sunk and then dragged into position. Under no
circumstances should barges be dragged along the bottom of the surface water. [15A NCAC
02H .0506(b)(3)]
17. Bridge piles and bents shall be constructed using driven piles (hammer or vibratory) or drilled shaft
construction methods. More specifically, jetting or other methods of pile driving are prohibited without
prior written approval from the NCDWR first. [15A NCAC 02H.0506(b)(2)]
18. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All
rip -rap shall be placed such that the original streambed elevation and streambank contours are restored and
maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants.
Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or
banks upstream or downstream of the area or be installed in.a manner that precludes aquatic life passage.
[ 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)]
19. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent movement
by wave, current action, or stream flows, and shall consist of clean rock or masonry material free of debris
or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for
velocity control and to ensure structural integrity of bank stabilization measures. [15A NCAC
02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .02011
20. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification. [15A NCAC 02H.0506(b)(2)]
21. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [15A NCAC 02H.0506(b)(2)]
22. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter surface
waters. This water shall be captured, treated, and disposed of properly. [15A NCAC 02H .0506(b)(3)
D= Q:
North Carolina Department of Environmental Quality I Division of Water Resources
pi1Y
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DpcuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A36OCCBEAD4
23. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream
channel, on the stream bank, or within 5 feet of the top of bank, or during the removal of bents from an old
bridge. This condition can be waived with prior approval from the NCDWR. [ 15A NCAC
02H .0506(b)(3)]
24. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT, including the applicable
requirements of the NCGO1000.
25. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the
project by the end of the growing season following completion of construction. [I5A NCAC 02B.0506(b)(2)]
26. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [ I5A NCAC 02H.0506(b)(3)]
27. The pennittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act) and any other appropriate requirements of State and Federal law. If the NCDWR determines that such
standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State
or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR
may reevaluate and modify this certification. [15A NCAC 02B.0200]
28. The Permittee shall report any violations of this certification to the Division of Water Resources within 24
hours of discovery. [15A NCAC 02B.0506(b)(2)]
29. The NCDOT will conduct a pre -construction meeting with all appropriate staff to ensure that the project
supervisor and essential staff understand the permit conditions and any potential issues at the permitted
site. NCDWR staff shall be invited to the pre -construction meeting. [15A NCAC 02H.0506(b)(2) and (b)(3)]
30. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT
Division Engineer shall complete the "Certification of Completion Form" to notify the NCDWR when all
work included in the 401 Certification has been completed. [15A NCAC 02H.0502(f)]
31. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,
the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on -site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
This Certification shall become null and void unless the above conditions are made conditions of the Federal 404
and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or
CAMA permit. Please be aware that impacting waters without first applying for and securing the issuance of a 401
Water Quality Certification violates Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title
15A NCAC 2H .0500 requires certifications pursuant to Section 401 of the Clean Water Act whenever construction
or operation of facilities will result in a discharge into navigable waters, including wetlands, as described in 33 Code
of Federal Regulations (CFR) Part 323. It also states any person desiring issuance of the State certification or
coverage under a general certification required by Section 401 of the Federal Water Pollution Control Act shall file
with the Director of the North Carolina Division of Water Quality. Violations of any condition herein set forth may
result in revocation of this Certification and may result in criminal and/or civil penalties. Pursuant to G.S. 143-
215.6A, these violations and any future violations are subject to a civil penalty assessment of up to a maximum of
$25,000.00 per day for each violation.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware that
impacting waters without first applying for and securing the issuance of a 401 Water Quality Certification violates
Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC 2H .0500 requires
certifications pursuant to Section 401 of the Clean Water Act whenever construction or operation of facilities will
result in a discharge into navigable waters, including wetlands, as described in 33 Code of Federal Regulations
(CFR) Part 323. It also states any person desiring issuance of the State certification or coverage under a general
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center 1 Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: CD7F8591-A51A-4FD2-Al2E-6A360CCBEAD4
certification required by Section 401 of the Federal Water Pollution Control Act shall file with the Director of the
North Carolina Division of Water Quality. Pursuant to G.S. 143-215.6A, these violations and any future violations
are subject to a civil penalty assessment of up to a maximum of $25,000.00 per day for each violation.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a
Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH)
within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the Notch
Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding
requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the pern-dUee, then the party must also serve the recipient of the Certification in
accordance with N.C.G.S 15011-23(a).
This the I" day of April, 2022
DIVISION OF WATER RESOURCES
E
oawsrenea ey:
ap C—V-r �
Richard E. Rogers, Jr., Director
WQC No. 004684
�� 0./ North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
"b 919.707.9000

Lane, Stephen
From: Ward, Garcy
Sent: Monday, February 28, 2022 4:58 PM
To: Steffens, Thomas A CIV USARMY CESAW (USA); Whitley, Christopher B (Brian) CIV
USARMY CESAW (USA)
Cc: Lane, Stephen
Subject: RE: [External] Carteret 57 Harlowe Canal NW 3
All,
This project exceeds the thresholds in GC 4239 due to > 40' of stream impacts and also impacts to coastal wetlands,
therefore it will be an Individual Certification and require a 30 day Public Notice period. Let me know if there are any
questions.
Garcy Ward
Environmental Specialist
Division of Water Resources
252-948-3917
From: Steffens, Thomas A CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, February 28, 2022 4:53 PM
To: Whitley, Christopher B (Brian) CIV USARMY CESAW (USA) <[e-mail]>
Cc: Ward, Garcy <[e-mail]>; Lane, Stephen <[e-mail]>
Subject: [External] Carteret 57 Harlowe Canal NW 3
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
See attached for your records...
Thomas A Steffens
Regulatory Project Manager
USACE CESAW-RG-W
0(910)-251-4615
C(252)-955-0739

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00280 County: Carteret County U.S.G.S. Quad: Core Creek
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Casey Whitley
NCDOT-Div 2
Address: 1037 W.H. Smith Boulevard
Greenville NC 27835
Telephone Number:
Size (acres) 1.0 ae
Nearest Waterway Harlowe Canal
USGS HUC 03020301
Location description:
Nearest Town Harlowe
River Basin Onslow Bav
Coordinates Latitude:34.836496
Longitude:-76.749003
Description of projects area and activity: Applicant proposes to replace Bridge 57 over Marlowe Canal utilizing an offsite detour
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 3 Maintenance
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated February 3, 2022. Any violation of the attached
conditions. or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Thomas Steffens at [phone] or Thomas.A.SteffensAusace.armv.mil.
Corps Regulatory Official:
Expiration Date of Verification:
,,,L Date: 2022.02.2813A8:21
M.44-,_ -05'00'
March 14, 2026
A. Determination of Jurisdiction:
Date: February 28, 2022

1. ® There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued . Action ID: SAW-
B. Basis For Jurisdictional Determination: N/A. An Approved JD has not been completed.
C. Remarks: This project is subject to the Programmatic Biological Opinion (PBO) titled, "NCDOT Program
Effects on the Northern Long-eared Bat in Divisions 1-8", dated November 6, 2020. The PBO contains
conservation measures that the permittee has agreed to comply with, and a special condition to this effect
would be included in any verification letter that may be issued for this project. "May affect, likely to
adversely affect" (MA-LAA) is the programmatic determination for effects to the NLEB for NCDOT
projects in Divisions 1-8. In the PBO, the USFWS documented agreement with this MA-LAA determination
for the NLEB and the consultation process is complete for this species for NCDOT projects in Divisions 1-8,
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should
you
decide to submit an RFA form, it must be received at the above address by _r, r.__.

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant: 1 C
Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp, impacts)
impact amount)
temp im acts
amount
o j-e.L�.
�,,/a`I X-�,
�
Dredge R—Fill [Both Ey Other ❑
(o
(0
o Io�r\
\,,/ -+-
Dredge ❑ Fill ❑ Both ❑ Other
3
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UfAcf-
1 0—
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Dredge El Fill ET -Both Other ❑
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r !.
(�'•���
Dredge ❑ Fill [(YBoth ❑ Other ❑
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Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808.2808 :: 1-888-4RCOAST :: wwwmccoastaimanaoement.net revised: 02115/10

W
O
I
NE
Z
Sae Sheo11A For IMea of Smoe
GwraE,�LI
�yeo
HARLOWE .m ..01
0
PROJECT
LOCATION
DETOUR �r O
VICINITY MAP (NTS)
GRAPHICSCAL@S
50 25 0 50 100
PLANS
50 25 0 W _1
PROFILE (HORIZONTAL)
STATE OF NORTH cCA\RO LINAA\
]DIVISION OF HIGHWAYS
Gf1H WA\YS
LLl Q
CARTERET COUNTY o
LOCATION: BRIDGENO. 150057 ONSR 1391 (BALL FARMED)
OVER HARL OWE CANAL
PBP2.R005
N.C.
I
A
P .R 1
P
P2.R0052
RW UTILITIES
SP2,R005,3
CQIASTRUCTIO
Stare 2 Plans (2R D2)
Plans )<Developod with
TYPE OF WORK: GRADING'., DRAINAGE, FAVINGANDSTRUCTURE OpenRoads
NOTE TO REVIEWER:
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
_ BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCOOTS
DEVELOPMENTAL STANDARDS FOR PLAN -ELEVATION AND
CROSS SECTION SHEETS. ALL OTHER SHEETS
LraLf�_ UTILIZE THE FORMER V8i PRINT SYTLE AS NOTALL SHEET
TYPES HAVE DEVELOPMENTAL STANDARD PLOT STYLES YET.
THE CROSS SECION SUMMARY SHEET HAS BEEN REMOVED FROM
THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIESARE
SHOWN IN SHEET 2B-1 AND ALL EARTHWORK QUANTITY
CALCULATIONS SHALL BE PROVIDED VIAA VOLUMETRIC ORD
REPORT AS A SUPPORTING DOCUMENT.
TO NC HWY 101-------------"----�
SPLLFARMRO(SR 1391)
DESIGNDATA
)T 2019 = 150
)T 2035 = 200
K = N)A %
0 = NIA %
T = 6%'
V = 40 MPH^
TTST = 3% DUAL = 3%
FUNC CLASS = LOCAL
SUB -REGIONAL TIER
ESTABLISHED BY METHOD II.
PROJECTLENGTH
LENGTHS FOR TIP PROJECT BP2.R005.1
LENGTH ROADWAY = 0.074 MILES
LENGTH STRUCTURES = 0,017 MILES
TOTALLENGTH = 0.091 MILES
3
PRELIMINARY PLANS
VI'�:LL.1 TD Cf1ANfiF 'NIi MI)UI NO11Cf I
IIAf"'aW l[p
...�,�.,n•.Irn_o 31
NCDOTCon CASEYYIMRIEY, P.E., P.L.4.
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RIGHTOF WAYDAT9 I JOHN P. MAZERES P.E.-
0810312021 r'"�"crwcw"'"'" ItOADWAYDA.SIGNRNCINERR
MTTINGDATK I JASON DEBONE
04/12 2022 "TM'N�+'o vrxwr,,N"'.w

1 END BRIDGE
/ -l-SIA 15N .5 1J ALL BRIDGE ANCHOR UNRSARE TYPE III.
BEGIN BBDGE 2.) ALLGUARDRAILANCHORUNITSAREGREUTL3.
-l- STA N+83R3 Tom„ I c • v w rw
ll mwirox J.) EXISTING LANE WIDTHSAT THE BEGINNINOAND END OF PftOJECTARE
OMATELV 10.0fT.
p MRCHEIL CHRISTiNERL/f n.[nr rw eo Ya.n TEMP
p O w,1 ( 4.) TEMPORARY BENCHMARK INFORMATION:
FASTING: 2674906.5726'
o Y TEMPLE CARP GREY NORTHING 402745.3721'
p y�pA lnyy 3 ETUX A4I0GIE R ' I` ELEVATION: 17.1982'
D] euvero euY ® 1O W ' 5.) SEE SHEET 4AFOR RIWAND EASEMENT STATIONING
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CECELSKI,D�VIDSTANLEVic�nwwe TEMPLE,CARY GREY ETUX MAGGIE R '•
S
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urouw..exn cv�v�icw�r rxw
10 +50 11 +50 12 +50 13 *w I +50 15 +60 16 +60 17 +50
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=IND ERMINATE
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= B 70FT
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RECEIVED
JAN 12 2022
KCh `:;:- ,o aP2 anus
Dom'-M-aMHD CITY
25
25
H
w
r
_ .. _
20
15
•- " $
d tl tl
/5
10
P
10
F e F'
13+50.00
.75
.70 65 60 -55 -50 45 40 -35
-30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30
35 40
45 50 55 00 65 70 75
25
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25
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r
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5
-75
-70 -65 60 -55 -50 45 40 -35
.30 .25 -20 -15 -10 -5 0 5 10 15 20 25 30
35 40
45 50 55 60 65 70 75
30
__. ..
30
25
25
20
r
20
9 W GP
8
13
10
10
5
S 7
-
12+60.00
5
-75
-70 -65 60 -65 -50 45 40 -35
.30 -25 -20 .15 40 -5 0 5 10 15 20 25 30
BEGIN PROJECT •L- STA. 12+30.00
36 40
45 50 55 50 65 70 75

KCA
2 9 `n1:Ys in Kim-"
JAN �- 2 202�
CITY
DC�_��D
25
25
20
w
a
w
20
GP S 4 ✓�(
•7i •7i$„
15
8Q 8
15
10
r
91 �.�0`L.�ai
10
F F
8g
TI
5
oe
[4+50.00]
5
-76
-70 fi5 -60 .55
.50 45 40 -35 .30 .25 .20 -15 .10 -5 0 5 10 15 20 25
30 35 40 45 50 55 60 65 70 75
25
25
20
~ w m
n
~
20
15
.^�. q F. S o 8 3
15
10
5
[14+00.00�
45 -70 -65 -60 -55
-50 45 40 -35 .30 -25 -20 -15 .10 -5 0 6 10 15 20 25
30 35 40 45 50 55 60 65 70 76

RECEIVED
I A A I
KCA `:;ice°-' ^T' 0 5 io RAM
"=fm k77-iLL"
U
DCM-MHD CITY
END BRIDGE_-L=STA. 15+75.53
30
30
25
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25
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11 •-1 e.l
II ti '" I II ti
20
LL II LL II LL II
OW OW Ow
20
15
15
am 1
I da 8'n`�CS i•CF`.L6�� N•w-na d1ak'NrP.�xFR i
10
I
W
IL
5
15+50.001
-6
.75
-70 -65 60 .55 -50 45 40
-35 .30 -25 -20 .15 .10 6 0 5 10 15 20 25 30 35
40
45 50 55 60 65 70 75
25
gop
�N SV ON
25
II 'I 11 N II '1
20
..
LL II. _. W-11 _. LL.II -
OW QW 0.
20
15
15
10
0
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10
W
W
V
5
S
0
-
_
0
LJ
5
L15+00.0_0
-5
-75 -70 45 40 -55 -50 45 40
-35 -30 .25 -20 -15 -10 .5 0 5 10 15 20 25 30 35
40
45 50 55 60 65 70 75
BEGIN BRIDGE -L- STA. 14+83.-]

RECEIVED
BRA005.1
IAN
°9022
PERMIT ORAWING1
o Ic
SlTF ENLARGEMENTa a I DClV6 vlHD :ITT
SHEET3OF 7
Z y
SITE I ' w SITE 2
CAMA
I
0 I JURISDICTIONAL
' WETLAND
IJ
E E roE E E PDE E E�
KCh
`7_
F W
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WETLAND AND SURACE WATER IMPACTS SUMMARY
Site
No.
Station
(From/To)
Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
14+96 / 15+02
Proposed Begin Bridge End Bent
< 0.01
< 0.01
14
50
2 1
15+55 / 15+65
Proposed End Bridge End Bent
< 0.01
1
< 0.01
< 0.01
< 0.01
46 1
53
TOTALS':
< 0.01
< 0.01
< 0.01
< 0.01
60
103
0
'Rounded totals are sum of actual impacts
NOTES:
Site 1:
Permanent SW Impacts (sq ft): 9
Temp SW Impacts (sq ft): 87
2018 Feb
Site 2:
Permanent Fill in Wetlands (sq ft): 87
Mechanized Clearing in Wetlands (sq ft): 17.5
Permanent SW Impacts (sq ft): 91.5 RECEIVED
Temp SW Impacts (sq ft): 52.3
DCM-MHD CITY

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PHASE 2 - UTILITY MORK TO TAKE PLACE AFTER
ALL ROPDwAY CONSTRUCTION IS COMPLETE.
UTILITIES BY OTHERS
NOTE:
ALL PROPOSED UTILITY WORK SHOWN ON THIS
SHEET WILL BE DONE BY OTHERS. NO
PAYMENT WILL BE MADE TO THE CONTRACTOR
FOR PROPOSED UTILITY WORK SHOWN ON THIS
SHEET.
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NOTES:
1. PRIOR TO CONSTRUCTION EXISITING OVERHEAD POWER LINES
WILL BE OE•ENERGIZED, CUf AND DROPPED.
2. AFTER CONSTRUCTION IS COMPLETE, THE POWER LINES WILL BE
REPLACED ON THE POLES WHICH WILL REMAIN IN PLACE DURING CONSTRUCTION
(D
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UTILITIES BY OTHERS
NOTE:
ALL PROPOSED UTILITY WORK SHOWN ON THIS
SHEET WILL BE DONE BY OTHERS. NO
PAYMENT WILL BE MADE TO THE CONTRACTOR
FOR PROPOSED UTILITY WORK SHOWN ON THIS
SHEET.
0
41
U
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UTILITY CONTACTS:
CARTERET•CRAVEN • WILL PITTMAN
252.247,3107
CENTURYLINK • MITCH AVERITTE
336.515.9578
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