20200142 Ver 4_401 Application_20210811

Staff Review Form •
NORFH CA.,i0:INA
En vironmenfrr!QvoGry
Updated September 4,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 4
20200142
Is this project a public transportation project?* (' Yes
r No
Is this a DOT ( Yes C No
project?*
Reviewer List:* Garcy Ward:eads\gpward
Select Reviewing Office:* Washington Regional Office-[phone]
Does this project require a request for payment to be sent?*
Yes
r
No

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r For the Record Only(Courtesy Copy)
r New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
r Pre-Application Submittal
✓ Re-Issuance\Renewal Request
r Stream or Buffer Appeal
Pre-Filing Meeting Information
Pre-Filing meeting request information is not needed for this project.
Project Contact Information
.......................................................................................................................................................................................................................................................................................................................................................................................................
Name: Jay Johnson
Who is submitting the information?
Email Address: [e-mail]
Project Information
..................................................................................................................................................................................................................................
Existing ID#: Existing Version:
B4484 2
20170001(no dashes) 1
Project Name: Maple Cypress bridge
Is this a public transportation project?
a Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
a Yes r No r Unknown
TIP#: WBS#:
B4484 33723.3.1
(Applies to DOT projects only)
County(ies)
Craven
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
B4484 mod 2 request.pdf 45.03KB
causeway plan view.pdf 1019.55KB
causeway cross section.pdf 1.16MB
Only pdf or Ivre files are accepted.

Describe the attachments
or comments:
Minor permit mod request for temp causeway
Sign and Submit
.......................................................................................................................................................................................................................................................................................................................................................................................................
fJ By checking the box and signing box below, I certify that:
• I,the project proponent, hereby certifies that all information contained herein is true,accurate, and complete to
the best of my knowledge and belief.
• I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
• I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in autorretically.

.„SrATFy
w.;ew
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYE 1-11.
GOVERNOR SECRETARY
Mr.Stephen Lane—Field Representative
NC Division of Environment and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City,NC 28557
Mr.Garcy Ward—Field Representative
NC Division of Environment and Natural Resources
Division of Water Resources,Washington District Office
943 Washington Square Mall
Washington,North Carolina 27889
Mr.Tom Steffens—Field Representative
U.S.Army Corps of Engineers
Regulatory Field Office
2407 W.5th St.
Washington,N.C.27889
8/11/2021
Subject:B4484 Minor Permit Modification to allow a temporary causeway
CAMA permit 45-20
DWR project number 20200142
USACE permit SAW-2017-00829
Dear Mr.Lane,Mr.Ward,Mr. Steffens,
Regarding the Minor Permit Modification request,As previously discussed,The NCDOT is requesting a
permit modification to allow a temporary causeway.Attached are a revised plan sheet and cross-section of
the proposed temporary causeway that the contractor is requesting to install in lieu of what was initially
permitted as a Temporary Work PIatform.
NCDOT's Hydraulic Unit has consulted with the state FEMA representatives and have no issues with the
proposal from a floodplain standpoint. The only caveats were related to the NCDOT Guidelines for
Drainage Studies and Hydraulic Design,namely Section 15.6,Temporary Encroachment in Regulatory
Floodway. Item 5 requires that designated staging areas for equipment be at least 1 foot above the BFE of
23.3'. Areas along the project are above this elevation in the event of catastrophic flooding. Item 7
requires that the Department assumes liability for any flooding damage resulting from the temporary
encroachment. Per the hydraulic modeling,the temporary causeway will only result in a 0.01'rise in water
surface elevation,so while DOT does assume this liability,the risk is very low for any such damage.
There are no additional stream,buffer,or wetland impacts associated with this proposed work.
The attached documents include the information you requested to complete the minor permit mod.request.
WBS number for this project is 33723.3.1. Should you have additional questions please give me a call at
252-439-2821 or 252-341-9802.
Attachment
Sincerely,
Jay Johnson
Mailing Address: Telephone:[phone] Location
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 1712 NORTH MEMORIAL DRIVE
TRAFFIC SERVICES DEPARTMENT Customer Service: I-877-368-4968 GREENVILLE,NC 27834
PO BOX 1587
GREENVILLE,NC 27835
Website:ncdotgov

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BY OTHERS
PROPOSED BRIDGE
RELOCATE TO
3:1 FROM -L1- STA. 27+89 TO 28+39.
27+89, AND LAY BACK EMBANKMENT AT A
ELEV. 11' FROM -L1- STA. 27+42 TO
GRADE EXISTING EMBANKMENT DOWN TO
EST 5 SY GEOTEXTILE
EST 1 TON CL B RIP RAP
15" RCP-IIIBRIDGE
REMOVE EXISTING
EST 5 SY GEOTEXTILE
EST 1 TON CL B RIP RAP
SBG
w/ELBOWS
15" CAAP
RCP-III
15"
SBG
EST 5 SY GEOTEXTILE
EST 1 TON CL B RIP RAP
15" CAAP
+10.84
6' FDPS
APRON
2' ASPHALT
-L1- STA. 28+10.00
END PROP. RET. WALL #2
BEGIN ROCK PLATING
-L1- STA. 33+35.00
BEGIN PROP. RET. WALL #2
END ROCK PLATING
5 MATCH TO SHEET 6 -L1- STA. 35+00MATCH TO SHEET 4 -L1- STA. 24+00BRIDGE APPROACH SLAB
PAVEMENT REMOVAL
FOR RETAINING WALL PLANS, SEE SHEETS W-1 THRU W-5
FOR -L1- PROFILE, SEE SHEET NO. 8
ROCK PLATING
FOR B240138 STRUCTURE PLANS, SEE SHEETS S1-1 THRU S1-37{{BRIDGE #138
NEUSE RIVERNEUSE RIVERGATE10' SOIL60.00'EXISTING R/W
EXISTING R/W
EIP
EIP
72.80'125.55'HIGH WATER LINE OF NEUSE RIVERPROPERTY LINE RUNS ALONGHIGH WATER LINE OF NEUSE RIVERPROPERTY LINE RUNS ALONGSTEEL I-BEAM STRINGERS SUPPORTED ON WOOD PILES
NOTE: BRIDGE HAS CONC DECK, RAILS AND HEAD WALLS,
PK
PK
SEAT=26.80'
SEAT=26.77'
PK
PK
EIP
POND
SR 1470 MAPLE CYPRESS RD 22' BST
AND THE OTHER IS UNKNOWN, POSSIBLY N.C. STATE UNIVERSITY OR NCDWQ.
INSTRUMENTS MEASURE FLOW RATE AND WATER LEVEL OF NEUSE RIVER. ONE IS MAINTAINED BY USGS
NOTE: 2 SEPARATE MONITORING INSTRUMENTS ARE ATTACHED TO THE BRIDGE STRUCTURE.
WOODS
-BL- 3
DB 2391 PG 212
COASTAL LUMBER COMPANY
DB 700 PG 109
DB 1800 PG 832
STATE OF NORTH CAROLINA
HEATH FAMILY FARMS, LLC
DB 1016 PG 952
WOODS
FALLOW
WOODS
FALLOW
10" DI (NW CRAVEN WSD)
10" PLAS. (NW CRAVEN WSD)
WILLIAM E. DANIELS
DB 3207 PG 1
PC H SLIDE 154-H S 41°21'56" E355.77'
N 73°28'10" W191.10'
N 23°34'31" E
424.60'HIGH WATER LINE OF NEUSE RIVERPROPERTY LINE RUNS ALONGS 29°21'00" W
5.00'
N 23°34'31" E
2.60'
PC H SLIDE 154-H
PC E SLIDE 382
HIGH WATER LINE OF NEUSE RIVERPROPERTY LINE RUNS ALONGF
F
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
F
FFF
C
C
C
F
02010001020304050622'30'02010001022530PI Sta 34+95.01
D
L = 610.81'
T = 309.69'
R = 1,500.00'
-L1- PT Sta. 27+30.84
-L1- PC Sta. 31+85.32
SE = 06
RO = 162'30'-L1- CURVE DATA 22'DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
8:1
(TYP.)
INC
27
' 27
'INC
(TYP.)+04.32-L1-
R 20'R 20'
22'03040406+39.72CURVED35
20'
30'+88.32ABC
6"
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
3
4
130.00' RT
-L1- +50.00
130.00' RT
-L1- +25.00
50.00' LT
-L1- +85.32 50.00' LT
-L1- +00.00
30.00' LT+75.00-DW1-
88.48' RT
-L1- +40.00
84.49' RT
-L1- +50.00
50.00' LT
60.00' LT
-L1- +00.00
85.00' LT
-L1- +00.00
85.00' LT
-L1- +30.84
50.00' LT
-L1- +30.84
80.44' RT
-L1- +61.58
107.77' RT
-L1- +63.39
106.44' RT
-L1- +83.35
79.71' RT
-L1- +81.58
TB2GI
TB2GI
0501
0502
0503
0504
TB2GI
0506
0507
STA. 29+74 RT
SBG FROM -L1- STA. 28+19 TO
STA. 34+11 LT
SBG FROM -L1- STA. 28+15 TO
ELB
ELBw/MH
JB
TO OUTLET = 1%
FROM ELBOW
MAX PIPE SLOPE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4484 06-MAR-2020 07:55R:\Roadway\Proj\B4484_Rdy_psh_05.dgn$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: F-0493PROFESSIONALENGINEERNORTH CARO
LINA
SEAL

030952
ONIRAF .D REFINNEJ PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL

018442 .RJ ,REGNILLOB NOEL DRAHCIR
0202010001020304DETAIL SHOWING PAVEMENT - BRIDGE RELATIONSHIP (NOT TO SCALE)22'3030' CLR RDWY
-L1-
TYPE-III
TYPE-III
8:1GREU TL-3
-L1- POT STA. 28+06.00
END BRIDGE
-L1- POT STA. 28+16.99
END APPROACH SLAB
11'4'4'11'+37.506' SHLD+22.444' SHLD+24.75
6' SHLD
+27.064' SHLDNAD 83/ 2001DocuSign Envelope ID: 7F1890F0-8545-41B5-96C9-C74DB4850B7D
3/27/2020 3/27/2020