87073A - City of Eliabeth City, Culverts Replacement

XCAMA DREDGE & FILL NQ 87073 C9 B C D
3 GENERAL PERMIT Previous permit
Date previous permit issued
New ❑ Modification ElComplete Reissue ❑ Partial Reissue
As authorized by the State of North Carding, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC 7q • 2300 ❑ Rules attached. RGenera?—it Rules avallade at the foRovdng fWc wwvzdm.nc.gov/CAM6nes
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Affected ❑ CW NEW CgPTA ©ES © PTS
AEC(s): ❑ OEA ❑ IHA ❑ uW ❑ SPIMA ❑ PWS
ORIN: yes/19 PNA: yes/may
Type of Project/ Activity
Shoreline Length
Access LengthPier
(dock) length ti
Fixed Platform(s)
1
1
Floating Platform(s)
Finger pier(s)
Total Platform area "
1
Groinlength/g
Bulkhead/ Riprap length-
AvgdlstanteoffshoreBreakwater/Sill
Max distance/length
--; -;--(-
Basin, channel
------
Cubic yards
Boat ramp
1
'.....:
..
Boathouse/ Boatlrft
_ .r-_
Beach Bulldozing
other,
SAY observed: yes
�^�
Moratorium: G)
no ;-•',"'-'; `
Site Photos:
no r - - - r-
Riparian Waiver Attached: yes
to __.,I__
A building permlt/mning permit may be required by: _
Permit Conditions
Subdivision _
aty-FiiT4ickli. Cti . 73P 2T4Csq
Adj. Wtr. Body f R r cil ( p �iYa rnanlunk)
Closest Maj. Wtr. Body Pets IuA r,'f`6 ,k-. Kii, !"
f
Wil. i\im
' (�''cfKiti}eid) 4 1
❑ TAWPAM/NEUSE/BUFFER (drde one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
I AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT
(Please Initial)
l
Todd St. Jon
�MPLIANCE
/�M A ler't
L
Agent or t INTED Name
,1� ��
Permit Offi r' PRINTED Na e
V A
Signature ""Please read compliance statement on back of
.5qo( s''
permit-'
i (i; R 0517 j
Signature
��i2o/23
(tf2o/ZS
Application Feels)
Check N/Money Order
Issuing Date
Expiration Date

DREDGE & FILL N9 87073 Cq B C D
GENERAL PERMIT Date Previous permit
Date previous permit issued
New ❑Modification ❑ Complete Reissue ❑ Partial Reissue
As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC 70 - 23 0a ❑ Rules attached. General Permit Rules available at the following link: www.deq.nc.gov/CAMArules
N77—A r^_ t . 1 7�. i A_ _. _ r
Applicant Name L-irw 017 L n
Address,t�_ 1"rl
City .Qi z k 6t State NL ZIP a-7ni(D
Phone#,��,11(+J�
Email U�p Q_L�QC.�l isll]Q`�4.('r.Ctpy
Affected ❑ CW Dq EW MPTA �J ©ES PTs
AEC(s): ❑ OEA ❑ IHA ❑ UW ❑ SPIMA ❑ PWS
ORW: yes/0 PNA: yes/e
Authorized Agent KAN in
Project Location (County):
Street Address/State Road(
Subdivision
City[Ii7_.-'6 {4" Ctb ZIP 77909
Adj. Wtr. Body (' n ma I (9man/unk)
pp ' V
Closest Maj. Wtr. Body(�n��l[_ f�
Type of Project/ Activity frt»pW pIC�C e Q C �Lw +5 w a Z I r (Olio 'K Z g t,,;,CJ
bn (Scale: N T,5 1
Shoreline Length -%_ lTo
Access Length '~
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
Finger pier(s)
Total Platform area
Groin length/N
Bulkhead/Riprap length ^
Avg distance offshore
Breakwater/Sill
Max distance/ length
Basin, channel '
Cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
—
Gaiter
SAV observed: yes ( �'-
Moratorium: ® y no
Site Photos: no
Riparian Waiver Attached: yes io p r+ ,✓
A building permit/zoning permit may be required by: aZTUdJ-eL1_V CoIAn1 /Etl'astloefk ri'ty
Permit Conditions 11
IL
+ti nor f
cf(Qi"AC )
AND
Agent or Applicant PRINTED Name
Permit Officverb PRINTED
❑ TAR/PAM/NEUSE/BUFFER (circle one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
(Please Initial)
Signature **Please read compliance statement on back of permit**
$qu�,"U I y5RoSN-1
Application Feels) Check #/Money Order
Signature"
/ L/•to/23 i L/talZS
Issuing Date Expiration Date

❑CAMA ❑ DREDGE & FILL N9 87073 A B C D
Previous permit
GENERAL PERMIT Date previous permit issued
H New ❑ Modification ❑ Complete Reissue ❑ Partial Reissue
As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC ❑ Rules attached.❑..' General Permit Rules available at the following link: www.dea.nc goy/CAMArules
Applicant Name _
Address
City
Phone # ( )
Email
ZIP
Authorized ,agent
Project Location (County):
Street Address/State Road/Lot #(s)
Subdivision
City
Affected ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS Adj. Won Body (nat/man/unk)
AEC(s): ❑OEA ❑IHA ❑UW ❑SPIMA ❑PWS Closest Maj. Won Body
ORW: yes/no, PNA: yes/no.
Type of Project/ Activity
(Scale:.; )
jI
p
.
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A�'0
ME
I■IGroin
Total Platform area
length/#_
Bulkhead/ Riprap engt
Avg distance offshore
distance/ length_
Basin, channel
Cubic yards
Boat ramp
Boathouse/ Boatliftn■■I
■ram
■
■■■■�
■����
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.
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MEMax
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A building permit/zoning permit may be required by: (�' " - t ?' !' I t• �'
I
Permit Conditions
❑ TAR/PAM/NEUSE/BUFFER (circle one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
I AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please
Agent or Applicant PRINTED Name Permit Officer's PRINTED Name .
Signature '*Please read compliance statement on back of permit* • Signature
Application Feels) Check Jt/Money Order Issuing Date
Expiration Date

ELIZABETH CITY AGENT RECEI v ED
AUTHORIZATION FORM NOV 5 2023
(FOR 404/401/CAMA PERMITTING PROCESSES) pp
PROJECT LOCATION DESCRIPTIONS: DcM-F—D
Rivershore Drive Culvert to Bridge Project
The intersection of Fairfax Ave. and Rivershore Rd, and southward along Rivershore to just past the existing
culvert crossing, Elizabeth City, NC
Flora Street and Riverside Drive Drainage Improvements Project
Intersection of Flora St and Carolina Ave down Flora St to the intersection of Flora St and Riverside Ave, and
northward to the river, Elizabeth City, NC
Water Church Street Stormwater Pump Improvements Project
The parking lot south and west of the intersection of Water and Church Sts.
Property/Project Owner: City of Elizabeth City
The undersigned, registered property owner of the above noted property, do hereby authorize
Ron Johnson/Todd St John AECOM
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
404/401/CAMA permits or certifications and standard and special conditions attached.
Property Owner's Address (if different than property above):
City of Elizabeth City
410 Pritchard Street
Elizabeth City NC, 27909
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
i;;d Authorized Signature
Date: 4� Date:

6/21/23, 9:07 AM City of Elizabeth City Mail - USACE Agent Authorization Letter for Rivershore, Flora Riverside, and Water/Church Sts
Gm a i ( Randy Lassiter <[e-mail]>
USACE Agent Authorization Letter for Rivershore, Flora Riverside, and
Water/Church Sts
2 messages
St John, Todd <[e-mail]> Tue, Jun 20, 2023 at 3:48 PM
To: Dwan Bell <[e-mail]>
Cc: Randy Lassiter <[e-mail]>, "Cols, Gregory" <[e-mail]>
Director Bell,
I have attached an Agent Authorization Letter as typically required by the USACE to allow us to represent the City for the
404/401/CAMA permitting process. I image you have had these signed before, but I will be glad to explain if you do have
any questions. In any event, it would be great if you can get this executed as soon as practical to provide with our permit
applications. This one would cover all three of the subject projects.
Thanks,
Todd St John PE INC, SC, TX), LEED API
Civil Engineering Technical Leader, East Domestic
M +1(919)412.4542
[e-mail]
AECOM
aecom.com
Delivering a better world
Linkedln I Twitter i Facebook i Instagram
P01 WORLD'S MOST n
N COMPANIIEW
sz.Itr r:nus^sicue.epm
E-C[(y Agent Auth.pdf
355K
RE.Ce1\/ED
N 1 5 NZ3
V)CM Ec
Randy Lassiter <[e-mail]> Wed, Jun 21, 2023 at 9:04 AM
To: "St John, Todd" <[e-mail]>
Cc: Jonathan Hawley <[e-mail]>, James McCotter<[e-mail]>, Raymond Staten
<[e-mail]>, Dwan Bell <[e-mail]>
Thank you, Todd. I have this ready for Dir Bell to review and sign. We will return ASAP.
Thank you,
[Quoted text hidden)
https:llmail.google.com/mail/u/0/7ik=24bO5cfc32&view=pt&search=all&permthid=thread-f: 1769252331207960671 &simpl=msg-f: 176925233120796067... 1 /2

N.C. OF COASTAL MANAGEENT
ISION
ADJACENT RIPARIANVPROPERTY OWNER NOTIFICATION/WAIVER FCREGEIVED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: City of Elizabeth
NOV 15 2023
Rivershore Drive Culvert to Bridge Project - The intersection of Fairfax Av. an 9 RiJ€rs'F oYe and
Address of Property: southward along Rivershore to just past the existing culvert crossing.
Mailing Address of Owner: P.O. Box 347, 410 Pritchard St. Elizabeth City, NC - 27909
Owner's email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Todd St John (AECOM) 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
demotion or drawing, with dimensions, must be provided with this letter.
X 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 401 S. Griffin St., Ste. 300, Elizabeth City, NC, 27909. 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.
WAIVER SECTION (Choose only one)
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.) Ile n.
I DO wish to waive some/all of the 15' setback
Signature of Adjacent arian Property Owner
-OR-
I DO NOT wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner: V
Typed/Printed name of ARPO::)Pk9QtQ T G /� //++ ( (�
Mailing Address of ARPO: I� Rc%l iom R 1 C OC t/T
V 7
ARPO's email: r� ARPO's Phone#: 15a 33
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised August 2022

N.C. OF COASTAL MANAGEMENT
ISION
ADJACENT RIPARIANVPROPERTY OWNER NOTIFICATION/WAIVER FORRECEIVGD
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: City of Elizabeth
NOV 1 5 2023
Rivershore Drive Culvert to Bridge Project - The intersection of Fairfax Av. and Ri 6rsF ore Rd, and
Address of Property: cnnthwnrd along Rivershore to lust past the existing culvert crossing.
Mailing Address of Owner: P.O. Box 347, 410 Pritchard St. Elizabeth City, NC - 27909
Owner's email: dbell@elizabethcitync. ov Owner's Phone#:[phone]
Agent's Name: Todd St John (AECOM) Agent Phone#:[phone]
Agent's Email: todd.stjohn @aecom.com
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Propertv Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying forthis
permit his described to me, as shown on the attached drawing, the development they are proposing. A
A.o ; nlirin ... d..........- ...:aL J.� _ ._ _._. .. .. ... .. _
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 401 S. Griffin St., Ste. 300, Elizabeth City, NC, 27909. 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.
WAIVER SECTION (Choose only one)
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 ✓ ��c
-OR-
Signature of Adiacen51?ipariaProoeTij Owner
I DO NOT wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
T
Mailing Address ofARPO: 05 Gve(`UoreRod 1. 1 Ol C �C 21909
ARPO'semail:coiccp�ltJ�m-TL- 1'n ll,�A'hpO'sPhone#: �� gbiMf
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised August 2022

N.C. DIVISION OF COASTAL MANAGEMENT ,�EGEIVED
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FO
(To
p p portion to be completed by owner or their agent) NOV 15 208
Name of Property Owner: City of Elizabeth city n(',h -EC
Rivershore Dnve Culvert to Bridge Project - The intersection of Fairfax Av. and R1 eer oMree Rd, and
Address of Property: southward along Rivershore to just past the existing culvert crossing
Mailing Address of Owner: P.O. Box 347, 410 Pritchard St. Elizabeth City, NC - 27909
Owner's email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Todd St John (AECOM) 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 forthis
permit has described to me, as shown on the attached dra tgi the development they are proposing. A
description or drawing with dimensions must be provided with this letter.
—K— I DO NOT have objections to this proposal. I DO have objections to this proposal.
if you nave 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 401 S. Griffin St., Ste. 300, Elizabeth City, NC, 27909. 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.
WAIVER SECTION (Choose only one)
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.) /7
I DO wish to waive some/all of the 15' setback ✓
K".
I DO NOT wish to waive the 15' setback requirement (initial the
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPPO:
Mailing Address of ARPO: 91:
ARPO'semail: ARPO'sPhone#:
Date: I� 120�'a *waiver is valid for up to one year from ARPO's Signature*
Revised August 2022

M
N.C. DMSION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM RECEIVED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property owner. City of Elizabeth city NOV 15 2023
Rivershore Drive Culvertto Bridge Project - The intersection of Fairfax Av. and Rivershore Fol a Address oFPrepel southward alone R' ershono to'ust r rn r n ( M
Mailing Address of Owner P.O. Box 347, 410 Pritchard St. Elizabeth City, NC -909" - �c
rib II Ce3 /
owners email: a ellzabethcltync.gov Owner's Phone# [phone]
Agenfs Name. _Todd St John (AECOM) Agent Phone#: [phone]
Agent's Emall: [e-mail]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(R-R&I oortlon to be completed bt tho Adficard Property Ownerl
I hereby certify that I own propertyadjacent to the above referenced property. The Individual applying forthis
permit has described to me, as shown on the attached drawing, the development they are proposing. A description or drawing with dimensions must be moyided with this r tter.
I DO NOT have objections to this proposal. _ I DO have objections to this proposal.
I/ you have oI'll eefIons to what is befog proposed, you muse notify the N.C. D/vislon of Coastal
AfanagomoM (DCM) In wddng wffhin 10 days of reeefpt of this no0eo. Corrospondence should be
waited (a 401 S. Gdffln St, Ste. 31 Flizobofh City, NO, 27909. DCM mprosentadves can also be
contacted at [phone]. No rosponse Is considered the some as no objection if you hove been
noticed by CeAlof Mel.
WAIVER SECTION (Choose only one
understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
Grain must be set back a minimum distance of 16 from my area of riparian access unless well by me
(thls does not anniv to bulkheads ordorap revetments)
the appropriate blank below.) . (if you wish to waive the setback,you must sign
./j(/t7ta )
I DO wish to waive some/all of the 15'setback ✓tJAt^Q /(�,f,/�1(iW(/
-OR- Signoture ofArlJacent Riparian Property ovmer
1 DO NOT wish to waive the 15'setback requirement (Initial the blank)
ISignature of Adjacent Riparian Property Owner: ✓ .
Typed/Printed name of ARPO: Frances A. Gaither
MAire Addross of ARPO: 108 Cobblestone Court, Rocky Mount, NC 27804
ARPO's email: ARPO's Phone/:
Date: 10/18/2023 uwaiver is valid for up to one year from ARPO's Signature`
Revised August 2022

RECEIVED
NOV 1 5 2023
DCM-EC
Cynthia Rountree
N.C. Division of Coastal Management
401 S. Griffin St. Ste 300
Elizabeth City, NC 27909
November 13, 2023
Dear Ms. Rountree,
Todd St John
AECOM
5438
Wade Park Blvd,
Raleigh, NC 27607
Phone:[phone]
[e-mail]
Thefollowing documents are attached as part of the CAMA general application for the Rivershore Road
Culvert Replacement project over the Pasquotank River in Elizabeth city, North Carolina.
• Attached are the fourAdjacent Riparian Property Owner Forms signed by the four adjacent
property owners. Also, please note that attached Agent Authorization letter signed by Director
Dwan Bell on behalf of the City.
• We updated the project impact exhibits to reflect the some impact amounts but additionally
reflect two different options for the impacts within the moratorium dates and outside the
moratorium dates. These two options are related to some of the methods that could be used by
the contractor to build the bridge. The contractor may use other methods of construction but,
we believe that the one's listed have the most impact.
• We have also enclosed a check for $400 for the application fee on behalf of the City.
Please let us know if you need any other information or have any other questions.
Yours Sincerely
Todd St John

Cynthia Rountree
From: Kadambi Vasudevan, Ani <[e-mail]>
Sent: Tuesday, December 19, 2023 2:27 PM
To: Cynthia Rountree
Cc: St John, Todd
Subject: [External] RE: RE: RE: RE: RE: RE: etc. Rivershore Culvert to Bridge Project
Attachments: CAMA_Bridge Details_12-19-23.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Cynthia,
The existing culverts are 66" in diameter. The proposed bridge is 29-0" long end to end including end bents (20'-0"
Channel Opening from front face of end bent to front face of end bent) and 28'-3" wide ( The end bent projects out 3'-0"
on all four sides). The lowest part of the bridge deck (Low Chord) bridge will be V-2" above the normal water surface
elevation. It will be 1'-0" above the design high water elevation (10 year water rise). I've attached relevant bridge plans
and red lined some of this information. Please let me know if you need anything else.
Regards,
Ani
From: Cynthia Rountree <[e-mail]>
Sent: Tuesday, December 19, 2023 2:00 PM
To: Kadambi Vasudevan, Ani <[e-mail]>
Cc: St John, Todd <[e-mail]>
Subject: RE: RE: RE: RE: RE: RE: etc. Rivershore Culvert to Bridge Project
Ani,
I am trying to complete the permit for the bridge and am in need a few pieces of information. I need to know the
dimensions of the existing culverts and the exact dimensions of the proposed new bridge include the height it will be
above the water. Once I get that I should be able to complete the permit.
Thanks,
Cynthia
Cgffdia AoWewee
Environmental Specialist II
401 S. Griffin St., Suite 300
Elizabeth City, NC 27909
[phone] ext. 234
[e-mail], ov
E-mail correspondence to and from thus address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

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11+00
ENT.
FILL FACE O END BENT I
STA. 13+15.33 -L-
G.P. EL. 3.14
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------------------------ —'
r
-s
PRESTRESSED
CONCRETE PILE
-i0 (TYP.)
INTEGRAL
END BENT 1
SPAN A I_NT
INTEGRAL
ENO BENT 2
SECTION ALONG -L-
(SECTIONS AT ENO BENTS TAKEN AT RIGHT ANGLESI
PROP. S'WATERMAIN
ATTACHED TO BARRIER
TREE WATERMAIN
JOBREL
-CA TION PARS FOR
EBB DETAILS)
EXISTING BRIDGE ID
STRUCTURE FSTA. 13+30.00 -L-
TO PARK DR W.P.1 a END BENT 1 I
PLAN
PASOUOTANK RIVER
APPROXIMATE
EXISTING
GROUND LINE
CAP
4
j-
WALL PANEL
UNCLASSIFIED STRUCTURE EXCAVATION
W EXISTING GROUND LINES AND ELEVATICNS SHOWN ARE
BASED ON AN APPROXIMATE SURVEY. CONTRACTOR SHALL
ASSESS THE EXISTING FIELD CONDITIONS DURING THE
REMOVAL OF EXISITNG STRUCTURES AND WHILE CONDUCTING
ANY UNCLASSIFIED EXCAVATION TO THE ELEVATION SHOWN.
RECEIVED
DEC 19 W
Dcm'Ec
N 42.46'08.9-W
IOL0955% � h)].5385%
GRADE DATA -L-
PL = 13+30.00
EL O'
VC = TO'
K=13
HORIZONTAL CURVE DATA
PI STA 12+67.93
L =.T6'
63
T = 6].T3'
fl = 167.00'
e=NC
HYDROGRAPHIC DATA
DESIGN DISCHARGE .......................
120 CPS
FREOUENCY OF DESIGN FLOOD .............
= 10 YRS.
DESIGN HIGH WATER ELEVATION ...........=
0.37 FT.
DRAINAGE AREA ........................
= 0.24 SO. MI.
BASE DISCHARGE (01001..................
= 190 CPS
BASE HIGH WATER ELEVATION ..............
0.56 FT.
OVERTOPPING FLOOD
DATA
OVERTOPPING DISCHARGE ..................=
475 CFS
FREOUENCY OF OVERTOPPING FLOOD .........
= 500• YRS.
OVERTOPPING FLOOD ELEVATION
AT ROADWAY SAG
STA. 14+10 r/--L........................
= 1.69 FT.
NOTE)
STRUCTURE FREEBOARD EXCEED NCDOT
TARGETS FOR LOCAL
ROADWAYS BUT ARE IMPROVED TO THE
MAXIMUM EXTENT
POSSIBLE GIVEN THE PROJECT LIMITSY
AND VERTICAL
CONSTRAINTS.
TD PREYER AVE PROJECT No. RIVERSHORE RD
PROPOSED 16-RCP & PASOUOTANK COUNTY
24'FLAPGATE (SEE-
PLOANS FOR DETAILS) STATION: 13+30.00 -L-
RAP
IAGE
AILS)
H_wm
. F`ZI7U NN.
CITY of uzAeErn clTr
GENERAL DRAWING
FOR BRIDGE ON
RIVERSHORE RD OVER
PASOUOTANK RIVER INLET
AAx E44p
Yei."��
'A
mron
REVWMS
SfFF! N0.
o+W,
SI-01
lal

INT
BEN
III In I I II II I AI,,
REINFORCEDCONCRETE—
(SO. FT. = 773 )
SUPERSTRUCTURE BILL OF MATERIAL
CLASS AA
REINFORCING
EPDXY COATED
REINFORCING
CONCRETE
STEEL
STEEL
t CU. V05.J
ILBS.
(LBS.)
SPAN A
0
]9.TN
POUR .1
59.5
TOTALS
59.5
0
19.302
M#UUANIIIALb .UN �AhXILX NALL PX[ XUI INLLUUtU
SUPERSTRUCTURE REINFORCING STEEL
LENGTHS ARE BASED ON THE
FOLLOWING MINIMUM SPLICE LENGTHS
SUPERSTRUCTURE
BAR
EXCEPT APPROACH
SLABS,PARAPETS,
APPROACH SLABS
PARAPETS
AND
SIZE
NO BARRIER RAILS
BARRIER
RAILS
COATED
UNCOATED
FEppp
COATED
UN[04TED
*4
1'-11•
1'-7•
1'-11'
I'•i'
2'-1.
�5
2'-5-
2'-0-
2'-5'
2'-0'
31-1'
46
2'-10.
2'-1.
;._T.
2._5.
3.-B.
9
4'-2•
2'-1'
48
4-9'
31-2-
GROOVING BRIDGE FLOORS
APPROACH SLABS 529 SO.FT.
BRIDGE DECK 629 SOFT.
TOTAL 1158 SO.FT.
REINFORCING
BAR SCHEDULE
1 U EPDXY COATED REINFORCING STEEL 1%302 LBS. 1
S1 4'-1. 1'-101/
52
4 0'c 2 6 R —
Sr
t
a�-
O S o
ALL BAR DIMENSIONS ARE OUT TO OUT.
RE- -D
9 E C ) s 2023
DC/I—EC
A=COM
PROJECT No. RIVERSHORE RD
PASOUOTANK COUNTY
STATION: 13+30.00 -L-
CITY OF ELIZABETH CITY
SUPERSTRUCTURE
BILL OF MATERIAL

See Sleet IA For Index of Sheets
CLEARING ON THIS PROJECT WILL BE PERFORMED
TO THE LIMITS ESTABLISHED BY NCDOT METHOD II.
ONLY HAND CLEARING WILL BE PERFORMED WITHIN
WETLAND BOUNDARIES.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES
OF ELIZABETH CITY.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN DATA
V = 25 MPH
FUNC CLASS = LOCAL
ADT 2022 = 2000
CITY OF ELIZABETH CITY PERMIT DRAWING
SHEET 1 OF 7
PASQUOTANK COUNTY
LOCATION: BRIDGE REPLACEMENT OVER THE PASQUOTANK RIVER
ON RIVERSHORE RD IN ELIZABETH CITY
TYPE OF WORK- GRADING, DRAINAGE, PAVING, STRUCTURES
WETLANDS AND SURFACE WATER IMPACT PERMIT
JUNE 2023
PROJECT LENGTH
LENGTH ROADWAY = 0.042 MI
LENGTH STRUCTURE = 0.008 MI
TOTAL LENGTH = 0.051 MI
U,
_ -L-
RNERSHORE
Prepared 1n tie office of.
A=COM
RIGHT OF WAY DATE: EDWARD G. EDENS, JR., PE
JUNE 2023 PROJECT ENGINEER
LETTING DATE: PATRICK B. MCPHERSON, El
FEBRUARY 2024 PROJECT DESIGN ENOINEEE
♦1H - -- LVGWt1 -I MLL =.
�• RIVERSHORE g
ui
N
J_ N 5
ui
TO ELIZABETH CITYui
a
L.J..
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
6✓ 0/D ROADWAY PLANS
MAY 11, 2023
DOCUMENT NOT CONSIDERED FINSL
MMLE88 p SIGNATURES COMPLETED

SHEET NO.
DETAIL 1
SPECIAL I DEFCH
I..
,a
�nm D
FROM -L- STA 12100 RT TO -L- PA. 13.20 RT
DETAIL 2
CONCRETE TAX DRCH
uu Irv=rw srd.l
wok
cR I D yW9`np}O. OS F.
Try• oflor• Cennele ESiEIENGME• 1] F
FROM -L- STA. 15+90 RL i0 i- STA. 13,95 AT
DETAIL
CONCRETE TUN�DITCH
Irvan 1
c4wrvo 0 A..f
Wn. D• OS H{.
Trye ollAar• Conaele EST!IT S01 IS AH
FROM A- STA. 13 e95 U TO -L- STq Ii k07 AT
WETLANDS
T® TEMPORARY WETLAND IMPACTS (EXCAVATION
E® WETLAND EXCAVATION
FFA FILL IN WETLAND
® HAND CLEARING (NON -GRUBBING)
® TEMPORARY SURFACE WATER IMPACTS
SURFACE WATER IMPACTS
>DD�E
OpIIN
__ORDINARY HIGHWATER MARK IOHWI
-- — — —— •WETLAND BOUNDARY
EXISTING
THROUGH
SITE 3
SITE
MIN TO FT. GAP ( SEE NOTE)
PERMIT DRAWING
SHEET 2 OF 7
SITE 1
TO I .-A-
C
OMPACTO7T.—,M—o,: STING
7E81JUKHEm) UP TO ROW. GRADES SHALL
EST 15 TONS
OT FR ESD IT IN ANY DIRECTON
CIA55 II RIP PAPST
15 TONS CUSS limp PAR
EST 60 Sy GEOTE PIRE
ST 35 SyGEOTESHLE
SPECIAL IATERAL
/
Y DUCH
SEE DETNL 1
NOTE
0' 100• DURING THE MORATORIUM PERIOD, IF THE CONTRACTOR ELECTS TO
INSTALL TEMPORARY COFFERDAMS, WITHIN THE TEMPORATY SURFACE WATER
IMPACT LOCATIONS, IN THE FORM OF TEMPORARY SHEET PILING OR SAND BAGS.
GRAPHIC SCALE THEY SHALL PROVIDE A MINIMUM FISH PASSAGE OF 10 FT. THE AREA BEHIND THE
COFFERDAMS SHALL BE PUMPED INTO A SILT BAG SYSTEM AND SILT CURTAINS WILL
BE INSTALLED IN A MANNER THAT DOES NOT LIMIT FISH MOVEMENT BETWEEN THE RIVER
CONCRETE T
DRCH
SEE DETAIL 3
FILL
MIN
'T )
JDS
MJPENIN N 8. RCP-Y
CB
IIN 1( � Is• RCP-v
o
z
0
TAFL
RE-ROUTE ]• IC
WITH IS DEGREE
ELBOWS
PASQUOTANK RIVER
EBB
j FLOOD
ENGINEER
INCOMPLETE PLANS
u roa n/w Arnmmnox
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Irepn FI • '.E
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A��V1FLnnR-11„.F l
Q
N
N
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W
C
z
U
1w
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FOR —L— PROFILE SEE SHEET NO.5
FOR —Y— PROFILE SEE SHEET NO.5

REFERENCE NO. I SHEET NO,
DETAIL 1
sPECIALxN' DITCH
IINa fmtl
1 m
Gre.N D
Wn.D• 1N.
FROM A-sTA.I]i00 RT TO-1-STA.13140 RT
DETAIL 2
CONCRETE TAIL DRCH
I x.rn sn.l bA�
PWNo 'i O - ra. 3
Try. Gl Uner• Cnnml. EST, IINGTIE• 13 N
FROM 1 STA 13.90 RT TO A- STA 13+95 RT
DETAIL 3
CONCRETEVUL DITCH
ccWxO � p ou.a
w AVn.O. O.5 i}l.
THE. of LLrer• C...nr. FSiE IENGTIL• IA6F
FROM -4 STA. 13 t95 RT TO A-STA lAaW RT
SEE NOTE)
SITE 1-,
SITE
SITE
>oGv^oe 6qV ATE IN
°pAW WET, FILL IN ACT TO
\. SURFACE W
i c � 5 pRCT-�
�� TER
WETLANDS SURFACE WA—�
Y \�
TEMPORARY WETLAND IMPACTS (EXCAVATION)
_ _ _ _ _ _ _ _ _ — C
WETLAND EXCAVATION CONTRACTOR TO REMOVE EXISnNG
BUIXHEAD UP W ROW. GRADES SH
® FILL IN WETLAND NOI EFCEED 31 IN ANY DIRECTION
EST IS TONS CLASS [Imp RAP
EST 35 SY GfOTMILE
® HAND CLEARING )NON -GRUBBING)
SPECIM LATERAL
® _. v
TCH
TEMPORARY SURFACE WATER IMPACTS —ORDINARY HIGHWATER MARK IOHWI SEEE DErDED
ut 1
SURFACE WATER IMPACTS — — — — — — -WETLAND BOUNDARY
NOTE
O' 100, OUTSIDE THE MORATORIUM PERIOD, THE CONTRACTOR MAY ELECT TO BUILD COFFERDAMS AT
TWO LOCATIONS ON THE RIVER SIDE AND THE POND SIDE WITHIN THE AREA OF TEMPORARY SURFACE
WATER IMPACTS SHOWN. THIS SHALL BE DONE IN ORDER TO HAVE A DRY WORKING
GRAPHIC SCALE SURFACE TO CONDUCT THE FOLLOWING OPERATIONS, BUT NOT LIMITED TO DRIVE THE PILES,
BUILD THE END BENTS, INSTALL FORMWORK FOR THE BRIDGE DECK AND REMOVAL
OF FORMWORK. THE CONTACTOR SHALL REMOVE THE TEMPORARY COFFEREDAMS BEFORE THE
MORATORIUM PERIOD BEGINS ON FEBRURY ISTH.
FISTING
THROUGH
PERMIT DRAWING
SHEET 3 OF 7
YE IN 1
JDS
MN
RCP-V
CB
/
CB /
EXCAV E IN
15• RCP-v
WET CIS
z I
�
FILL IN
WET CIS z /
0
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P
/
WITH
WRH AS DEGREE
Od
ELBOWS
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j
DEPTH I c
Go
&c
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3•
WET
ND D
IPACT-
i WAT
0.CT
FI CONCRETE LAM1
Too DITCH
SEE DErnn 3
SEE
CONCEETE T.
DITCH
EST 45 TONS SEE DUAIL 3
CLASS II RIP PAP
EST 60 SY GEOTE%OLE
PASQUOTANK RIVER
ERB �—
j FLOOD
ENGINEER
INCOMPLETE PLANS
00 NM VO POR A AGpN9TLON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
'o"RpX ­ALn,eS�iL
RECEIVE®
NOV 15 2023
[)CM EC
ice..
FOR -L- PROFILE SEE SHEET NO.5
FOR -Y- PROFILE SEE SHEET NO.5

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NO.
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PROJECT REFERENCE NO.
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---
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--
__ _
RIVERSHORE
5
BRIDGE HYDRAULIC DATA
.,
ROgOWAT DESIGN
ENGINEER
HYDRAULICS
ENGINEER
-L- 5i'A /ItJO
/C RESUL
€9--
DESIGN DISCHARGE = l20
CFS
--
0
HEC-R
/ ODRAU
MO
L A$SUM
NC
TANK
.DES/GN
FREQUENCY = IO
YRS
INCOMPLE
E- PLANS
,AS
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FT
w Nor . FoiR
i• �woJRmoN
!
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L PRO✓l
D BY P
USHED
AGE'
BASE DISCHARGE _ 190
CFS
- D
TA ATM
/NER'S
HARF.
BASE FREQUENCY = 100
YRS
—
-
BASE H# ELEVATION = 0.56
FT
--
''..
OVERTOPPING DISCHARGE = 475
CFS
OVERTOPPING FREQUENCY= 500+
YRS
DOCUMENT NOT CONSIDERED FINAL
,,.
OVERTOPPING ELEVATION = IB9
FT
UNLESS ALL SIGNATURES COMPLETED
E„P,
Or AT
ROADWAY
SAG;-L-
STAl4+IO
BEGI
GRADE
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WETLANDS AND SURFACE WATERS IMPACTS SUMMARY
WETLANDS IMPACTS SURFACE WATER IMPACTS
Site No.
Station (From/To)
Structure Size/Type
Permanent Fill
in Wetlands
(acres / ft2)
Temp Fill in
Wetlands
(acres / ft2)
Temp
Excavation In
Wetlands
(acres / ft2)
Excavation in
Wetlands
(acres / ft2)
Mechanized
Clearing in
Wetlands
(acres / ft2)
Hand Clearing
in Wetlands
(acres / ft2)
Permanent SW
Impacts (acres
/ ft2)
Temp. SW
Impacts (acres
/ ft2)
Existing
Channel
Impacts
Permanent (ft)
Existing
Channel
Impacts Temp.
(ft)
Natural Stream
Design (ft)
1
12+00 - 12+75 -L-LT
Roadway Fill
<0.001 / 20
0.002 / 70
0.008 / 362
2
13+05 - 14+03 -L-LT
Bridge
0.017 / 750
0.032 / 1395
3
9+60 - 11+07 -Y-RT
Roadway Fill
0.002 / 102
0.005 / 224
<0.001 / 37
0.018 / 778
Tota Is:
0.003 / 122 1
0.0 / 0.0
0.005 / 224
0.002 / 107
0.0 / 0.0
0.026 / 1140
0.017 / 750
0.032 / 1395
0.0 / 0.0
0.0 / 0.0
0.0 / 0.0
RECFIVF
NOV ) 5 2023
DCM-E-

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