71583_Bridge #34_20180830

S?116AMIA / ' DREDGE & FILL No 71583 A B C D
GENERAL PERMIT Previous permit #
New ❑Modification ❑Complete Reissue El Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality 16ov �v
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC 07
❑ Rules attached.
Applicant Name C DCi'r Project Location: County gf2-rI
Address ( 13 lg-r r De . S v ► TF 100 Street Address/ State Road/ Lot #(s) R F : rl6 $(Zs0(,1F V.4
City FC F v.+T o/J State N& ZI P,27? S+-FF w4 17 )�Z co , AGM NC 4 5Z)
Phone # E-Mailer w ►��.�tS' tinc'AA -e 'J
Authorized Agent uL Witt- 1 aMj
Affected ❑ Cw ❑ EW L TA ❑ ES As
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS:
ORW: yes /(S) PNA yes /(9)
Subdivision
City /1j6Z- fLL ZIP d
Phone # ( ) River Basin C ow
Adj. Wtr. Body f� 5 % MVST st.�/�►�j ,P�, f na /man /unkn
p)
Closest Maj. Wtr. Body C ��' �'' 1 �` l.,i rE
r r r ? I
Type of Project/Activity fi�i r GX� Try+ d A /( ('_-Q�C�-� wi r�IC,w t, A . O' W W,06( 5
E%rrl,"TCGn(�+7G GF�C r�.kSr'Gu_7'yBC�n..i X1�TIN�,/dl.�(.NAtGn,).Su� �JFtL! %LuLI\Tc.�Cl�r �c���e. ►jh
Groin length
number
BLu41!/(!EE�Yngth
vg distance offshore 4>
max distance offshore
Basin, channel
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■ilia
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cubic yards
Boat ramp
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Boathouse/ Boatlift
moll
ME
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Beach Bulldozing
Other ' '
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Shoreline Length
SAV: not sure yes
Moratorium: n/a ge
A building permit may be required by: Run E ❑ See note on back regarding River Basin rules.
( Note Local Planning jurisdic"t�.i;o��n)
Notes/ Special Conditions i%/--1 1.44 c. r s E D &j cz Lf ONA11r-- CC.
Jk1-;tt toLVC(I T1-L kcGTt- �>'j�r CSTC J AtI-T, IrCA'CreS rc.�i l 5F �/11�1/A
'trA&plNS 1',".a_ M"`iT a f7t- /� mi,, , Lm G'cf-7% -� � ( �. I ItiFI Gr,� Po kr� .-A �Gti1i,uF .
r // (
Agent or
yyS igr&ur * Please read compliance state`mldnt on back of permit
Application Fee(s) Check #
(-, <>DAlsI�/
Permit Officer's Printed N
Signature
0130 POob 'a1 �v�o
Issuing 15ate Expiration Dak
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NC Division of Coastal Mgt. Habitat Impact iCompw
Applicant: NCDOT
Date: 09/25/2018
Permit #: 71583
Project: Replacement of Bridge #34,
SR 1361, Bertie Co.
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 impacts
amount
Open Water
Dredge ❑ Fill ® Both ❑ Other ❑
120
120
Open Water
(Shaded)
Dredge El Fill El Both ❑ Other ®
1,500
1,500
USACE Wetland
Dredge ® Fill ❑ Both ❑ Other ❑
175
175
USACE Wetland
Dredge ❑ Fill ® Both ❑ Other ❑
1,947
1,947
High Ground
Dredge ❑ Fill ® Both ❑ Other ❑
4,500
4,500
High Ground
Dredge ® Fill ❑ Both ❑ Other ❑
400
400
Shoreline
Dredge ❑ Fill ❑ Both ❑ Other ®
100
100
USACE Wetland
Dredge ❑ Fill ❑ Both ❑ Other ®
6,720
0
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 ;; 1-8 8- +, Q A ' x w, wlwl,-nc < ,alarm spa t lc revised-- 02 31,10

of coAsra,
MEMORANDUM
TO: Melissa Sebastian, Accounts Payable Clerk, Morehead City
FROM: Greg Daisey, DOT Project Field Representative, Elizabeth City
DATE: 9/25/2018
SUBJECT: Debit to NCDOT's Account for a CAMA Permit
Please debit DOT's account in the amount of 800 for the following CAMA
permit request:
Project: Replacement of Bertie Co. Bridge #34 on SR 1361
over Eastmost Swamp and related relocation of utilities.
County: Bertie
Transportation Improvement Project (TIP) No.: N/A
WBS Element No.: 17BP.1.R.84
General Permit No.: 71583
Major Permit: N/A
Fee Division
DCM: (100%)
DWQ: (0%)
Please contact our office if you need further information.
Thank you.
Cc: Ella Godfrey

WETLAND IMPACTS SURFACE WATER IMPACTS
*Rounded totals are sum of actual impacts
AUG p ® �O�p NC DEPARTMENT OF TRANSPORTATION
e7 U DIVISION OF HIGHWAYS
DC E V 17BP.1. R.84
SF-070034
Re-d 2016 09 09 SHEET 8 OF 8
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
12+81/14+99 -L- LT
1 40', 1 50' 21" CS W/ 2'-6" CAPS
0.01
< 0.01
0.05
2
15+29/17+00 -L- LT
1 40', 1 50' 21" CS W/ 2'-6" CAPS
< 0.01
< 0.01
0.04
3
13+51/15+11 -L- RT
1 40', 1 50' 21" CS W/ 2'-6" CAPS
< 0.01
0.03
4
15+62/17+37 -L- RT
1 40', 1 50' 21" CS W/ 2'-6" CAPS
0.03
< 0.01
0.03
TOTALS*:
0.04
< 0.01
0.15
0
0
0
Perm. Fill in
Wetland
Excavation in
Wetland
Hand Clearing
in Wetland

jlllYilV North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCOOT PROJECTS
WBS Element: SF-070034 TIP No.: 17BP.1.R.84 Coun ies : Bertie Page 1 of 2
General Project Information
WBS Element:
SF-070034 ITIP Number: 17BP.1.R.84 Project Type: Bride Replacement Date: 9/25/2017
NCDOT Contact:
Andy Jordan
Contractor / Desi or:
Reid B. Robol, PE - Ecological Engineering
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
1151 SE Cary Parkway
Suite 101
Cary, NC 27518
Phone:
919 707-6729
Phone:
919-557-0929
Email:
[e-mail]
Email:
rrobol ecolo icalen .com
City/Town:
Mel Hill ]Coun
ies :
Bertie
River Basins :
Chowan
ICAMA County?
Yes
Wetlands within Project Limits?
Yes
Pro ect Description
Project Length (lin. miles or feet):
0,18 Miles Surroundin land Use: Rural area with forest and agricultural land uses
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.3 ac.
0.2 ac.
Typical Cross Section Description:
2@10'-6" lane with 3'-5" shoulders and 1-V guardrail with total bridge width of 30.0 ft and
a total bridge length of 90 ft.
2@10.0 ft lanes with total bridge width of 24.8 ft and total bridge length of 69 ft.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 2600 Year: 2025
Existing: 1300 Year: 2011
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Surface Water Body (1):
State project 17BP.1.R.84 involves the replacement of the existing NCDOT Bridge #070034 on SR 1361 over Eastmost Swamp. Bridge #070034 consists of 1@17'-6", 2@17',
1 @17'-6" reinforced concrete floor on timber joists and caps on timber piles and abutments. The proposed bridge at #070034 will be 1 @40', 1@50' 21" cored slab with 2'-6"
caps. The proposed bridge is located in Zone AE of FIRM Map number 3720684400J and was studied by "Redelineated Detailed" methods. No deck drains are proposed.
One stormwater outfall is proposed which includes a Rip Rap pad to dissipate the energy. This project is located in a CAMA county.
Received
AUG 3 0 2010
DCM-EC
Eastmost Swamp NCDWR Stream Index No.: 25-4 1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters(NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Eastmost Swamp Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
IYes,
Deck Drains Discharge Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
I No
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

I jig11*1i1'NV North Carolina Department of Transportation
101hi Wom" Highway Stormwater Program +
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: 1713PA.R.84 Count ies : Bertie Page 2 of 2
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipator
Type
Ri ra Type
Drainage
Area
ac
Conveyance
Structure
Pipe/Structure
Dimensions
in)
Q10
(cfs
V10
f s
BMP
Associated w/
Buffer Rules?
4
14+51 -7
EastSwamp
Swamp
Rip Rap Outlet Pad
Class'B'
0.1
Pipe
15
0.5
1.3
N/A
.77LT.
36.05978,-76.77125
Additional Comments
Refer to the NCDOT Best Manaaement Practices Tnnihnr 75n1e, NennT - h,., ,. a :.-_.: .. __ , _ � _ _ _ - . .. ---- _..
_ .._......._.._.._.. �.....,,� ,�..,...,„ �y.,.,y Ilk, I -ill, 1 iwu �wuuii, nywauiic uesign or tnergy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

I all
Z
4
�O
N
1361 PROJECT 1358_
LOCAT
(BR E #34)
45
r
,30
✓� 1362 1
1361
2.6
17
J
VICINITY MAP
(IT 11 —1)
—.�..� •EigNi PWIF I�rwoxtwlE LE•0?M - 9 YILEs)
STA TF" OF NORTH CAROLINA
DIVISION OF HIGHWAYS
BERTIE COUNTY
LOCATION. • REPLACEMENT OF BRIDGE 34 OVER
TMOST SWAMP ON SR 1361 UEFF WHITE RD.)
'gip©
TypE OF WoRK GRADING, DRAINAGE, PAVING AND STRUCTURE 0 OF
WETLAND AND SURFACE WATER IMPACTS
PERMIT DRAWING
SHEET 1 OF 8
W EYERHAEUSER CO.
100 PROFESSIONAL CENTER DR
MURRAY, JOHN C BRUNSWICK, GA 31525
305 PIEZ AVE
NEWPORT NEWS, VA 23601 �y2
-L- STA. 9+75.00 HIGH WATERMARK HUNT CLUB, LLC
823 GARRETT ISLAND RD.
PLYMOUTH, NC 27962
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
_• . CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
U GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
-L- SR 1361 (JEFF WHITE RD.)
HIGH WATER MARK HUNT CLUB, LLC
823 GARRETT ISLAND RD.
PLYMOUTH, NC 27962
DIVISION 1
�•--•-•�W^
= xXx AD7 2o„F
FUNC CLASS =
LENGTH ROADWAY STATE PROTECT 178P.1.R.84 = 0.172 MILES
mr sr,,xnun srccrrrwrr•ws
�"�-""
PLANS
LOCAL
LENGTH STRUCTURES STATE PROJECT 17BP.1.R.84 — 0.017 MILES
spa 35 4 �o Ipo
SUB —REGIONAL TIER
TOTAL LENGTH STATE PROJECT 178P.1.R.84 = 0.189 MILES
RIGHT OF WAY DATE.
L KEVIN AUSTIN. PE
PROFILE (HORIZONTAL)
MAY. 2017"mrcr
Kw"cu
STEPHEN C. BBR WWD
O
L=NG DAZE-
10 Q 10 30
1DL-2017
U
_
xrmr cav(r
PROFILE (VER7'ICAIJ
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER

"_a�miRm47r�
SITE 3
ll,NolElIN WETLAND
' —5 HAND
CALYX' neP�
PERMIT DRAWING
SHEET 3 OF 8
50' 0' 100'
GRAPHIC SCALE
25' 0' 50'
19
INSET GRAPHIC SCALE
DETAILS
sncw u�i � vwlcx >Incw cur wlcn
Received
AM 3 c I!lo
iT
1.OM 11/.. 1.... 1. PA
DMEC
NOTE: FOR —L— PROFILE SEE SHEET 5