20150410 Ver 2_Application_20160307

Carpenter,Kristi
From:
Sent:
To:
Cc:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Williams, Paul C
Monday, March 07, 2016 8:37 AM
Wheeler, Tracey L SAW; Ward, Garcy; Carpenter,Kristi
Willis, Thomas C
RE: Culvert Replacement NCSR 1180 Washington County (UNCLASSIFIED)
B_Canal_Pipe Drawings - Revised.pdf; PCN - revised.pdf; Location Map.pdf
Follow up
Completed
Due to a fatality at this site last year, this project has been redesigned to improve traffic safety. A vehicle with a trailer
fell over into the canal last year while turning at the intersection, and the driver drowned in the canal. To improve
traffic safety, the culvert has been extended to widen the shoulder and to extend the turn radius at the intersection.
Attached are revised permit drawings and PCN for the project. NCDOT requests to modify/reissue the permit and 401
Cert. for this project. Please let me know if you need any additional information or have any concerns.
USACE Action No. SAW-2015-00968
NCDWR Project No. 20150410
Thanks,
Paul C. Williams, Jr.
Environmental Specialist
Division One
NC Department of Transportation
[phone] office
[phone] mobile
[phone] fax
pcwilliams2(a�ncdot.qov
113 Airport Dr.
Suite 100
Edenton, NC 27932
� , � +� �h � �
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

-----Original Message-----
From: Wheeler, Tracey L SAW [mailto:[e-mail]]
Sent: Wednesday, May 06, 2015 4:18 PM
To: Williams, Paul C
Cc: Ward, Garcy; Willis, Thomas C
Subject: Culvert Replacement NCSR 1180 Washington County (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Paul,
The above project qualifies for Nationwide Permit 3 authorization. This permit authorizes replacement of two
existing 84" by 60' and one 84" by 68' corrugated metal pipes with one 18' by 11'4" by 59'9" aluminum arch culvert in
Main Canal under B Canal Road east of Roper in Washington County, North Carolina.. Please see the attached
authorization and conditions for NWP #3. As stated in the permit conditions, the new culverts must be buried 12 inches
below the substrate.
Corps Action ID # SAW-2015-00968.
Tracey L. Wheeler
Regulatory Project Manager
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 West 5th Street
Washington, North Carolina 27889
[phone]
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.
Classification: UNCLASSIFIED
Caveats: NONE

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NW 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
� Yes ❑ No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h � Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Culvert Structure on B Canal Road
2b. County: Washington County
2c. Nearest municipality / town: Roper
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state 1.209411
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT R-O-W SR 1180 - Washington County
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: � Agent ❑ Other, specify:
4b. Name: Paul Williams
4c. Business name
(if applicable):
4d. Street address: 113 Airport Drive Suite 100
4e. City, state, zip: Edenton, N.C. 27932
4f. Telephone no.: 1-252-482-1861 cell phone [phone]
4g. Fax no.: 1-252-482-8722
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): n/a
Latitude: 35.849193
1 b. Site coordinates (in decimal degrees): Longitude: - 76.561507
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 0.10 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Main Canal
proposed project:
2b. Water Quality Classification of nearest receiving water: C;Sw
2c. River basin: Pasquotank
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project area consist of NCDOT Washington County SR 1180 with Main Canal passing under the road through 2@
84"X60' and 1@84"X68' metal culverts. The adjacent property use is a mix of agricultural and forested area.
3b. List the total estimated acreage of all existing wetlands on the property:
<0.01 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
75 feet of open water in Main Canal
3d. Explain the purpose of the proposed project:
Replace deteriorating metal culverts and maintain a stabile road way along SR 1180 for the safety of the traveling public.
3e. Describe the overall project in detail, including the type of equipment to be used:
The existing 3 metal pipes will be entirely removed using NCDOT guidelines for pipe removal. A new aluminum arch culvert
pipe measuring 18' X 11'4" X 73'3" with headwalls will be placed as shown in the provided permit drawings. The new arch
pipe will be buried 1 foot below the surveyed stream bed. Once the pipe is in place and back filled a new roadway surface and
grassed shoulder will be established. The headwall tie in points will likely need some rip-rap stabilization as shown on the
permit drawings. Some temporary disturbance to the vegetated banks will likely occur from the dewatering process and
headwall installation. These banks will be stabilized following NCDOT erosion control bmp's. This project will result in 607 sq.
ft. of open water impacts due to the longer pipe and widening of the shoulder. This work will be accomplished using a track
excavator, backhoe, and dum trucks.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments: Paul Williams, Div. 1 Environmental Specialist
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for � Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
USACE Action ID No. SAW-2015-00968 was issued 5/6/2015 and 401 Cert. #3883 (DWR Project # 20150410) issued
5/7/2015. Due to a traffic accidient involving an overturned vehicle in the canal resulting in a fatality at the site, the project
was redesigned to increase the shoulder area to improve the radius of the curve of the intersection. This redesign will
imrpove the safety of traffic turning at this interstion.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ❑ Buffers
� Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem orar T
W 1 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments: None
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: None
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporar T
01 � P❑ T Main Canal Fill canal 0.0139
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts 0.0139
4g. Comments: None
5. Pond or Lake Construction
If ond or lake construction roposed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments: none
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no:
5i. Expected pond surface area (acres): n/a
5j. Size of pond watershed (acres): n/a
5k. Method of construction: n/a
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporar T im act required?
B1 ❑P❑T ❑Yes
❑ No
B2 �P�T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: none
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts have been minimized by utilizing an arch culvert and headwalls that reduces the footprint along the tributary bottom.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Turbidity curtains and sheet piling will be used during the pipe replacement to reduce suspended sediments in the water
column. NCDOT will follow our BMP's during pipe removal/installation and install erosion control devices to prevent sediment
loss from the project site.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DW Q ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: n/a
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments: n/a
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: n/a
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
n/a
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
n/a
6h. Comments: n/a
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? n/a %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
NCDOT will follow best management practices for soil and erosion control in compliance with N.C. Sediment and
Pollution Control Act and NCDOT NPDES permit. During installation of the culvert a turbidity curtain will be placed in the
stream, on the culvert outlet ends, and sheet piling will be used to dewater the site.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
� Other: N/A
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply):
❑ Session Law 2006-246
� Other: ncdot
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes � No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
no waste water will be generated from this project
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Database
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
National Marine Fisheries Database
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Data
8. Flood Zone Designation (Corps Requirement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Flood Maps
i
Paul Williams 3/7/2016
- �.
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter fro e applicant
is provided.
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Weyerhauser Company �
PoOo Box 1391 R
New Bern NC 28563
� T16 / 451-456 Weyerhauser Company
�� � PoOe Box 1391
''—�- ' ' New Bern NC 28563
.' �•� � ,�� ��
- � 372 / 341
_ �
, •_ - �
._ , ,,
•r•� , � ...............
;� � � �
_ _ � � ' � . _ . _ �\ 2� R
��c�� I� _ • • � • . � � �
J ' � .�
26�� �� �.�
� � ��'�
'� '�•—.
�__ �_ �,
� _ ,
EXISTING � _ . _ . _ _ _ .
�
_ '�
•�.
JS � ' �
�.. " �
�
.�
�� � 2O.2S' JS . � � �
_ •• ' � ��
— '_ •�
�5��� �.J�� � �
JS �.
\JS�-
PROPOSED 18'-0" X
ALUMINUM STRUCTURAL
ELEVATION
PLA1� T�IE ��
DETAILED DRA WI1�lG
2@84" X 60' CMP \
—
.�
._
& I@ 84" X 68' CMP
._
.�
.�
.�
.�
.�
.�
.�
.�
.�
3� 6A . EXI,S1,IN
.�
� � _ G �W
� _
�
0
�
JS_.
�
PROPOSED PAVEMENT
� _

DETAIL SECTI01�
VARIABLE
PROPOSED RIP RAP
CROSS SECTI01�
�
�
�
2 0'-0"
�
�
— — ' — —
VARIABLE
PROPOSED RIP RAP
D�C�a � I I U� �°a
00� I � �Oo
�
� �
� �
i �
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — —r�
� � ��� ��
� � �I� ��
� � ��� �I
I I NATURAL WATER LEVEL I II I I
I I I I I
I I III II
� - �- - _ - _ - _ - - - ---� ���_���-��� �..._�.,�..�.,�_..�-_���_ � -_���_-_���.-_��.�_- - - _�� I- z _�_.._ �-
PROPOSED PIPE BED J � EXISTING
2@ 84 " X 60' CMP &
EXISTING STREAM BED Z@ t44" X 6t4' CMP
PROPOSED 1@ 18'-0" X 11'-4" X 73'-3" CORRUGATED
AL UMINUM STR UCT URAL PLATE PIPE AR CH
EXIST. PIPE BED
NOTE: PROPOSED 1@ 18'-0" X 11'-4" X 73'-3" CORRUGATED ALUMINUM STRUCTURAL PLATE PIPE ARCH TO BE BURIED 1.0' BELOW EXISTING STREAM BED
SYMBOLS
PROPOSED CROSS SECTI0111
- - - - - - EXISTI11lG CROSS SECTI0IV
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 1
113 AIRPORT DR.
EDENTON, NC 27932 [phone]
COUNTY: WASHINGTON WBS#: 1.209411
QUAD: ROPER SOUTH DATE: APRIL 10, 2015
BASIN: PASQUOTANK SHEET#: 2 OF 4
PLACEMENT OF PIPE CULVERT ON SR 1180 B-CANAL RD
LAT. = 35.849193 N LONG. = 76.561507 W
DRAWN BY: D.H. STALLINGS SCALE: �" = 5'

DETAIL SECTI011t - I1�LET E1�D VIEW
EXISTING
-------------------------------------�� OF PAVEMENT --------------------------
31 .50'
NOTE: PROPOSED 1@ 18'-0" X 11'-4" X 73'-3" CORRUGATED ALUMINUM
STRUCTURAL PLATE PIPE ARCH TO BE BURIED 1.0' BELOW EXISTING STREAM BED
* ALL ELEVATIONS BASED ON ASSUMED DATA
SYMBOLS
PROPOSED CROSS SECTI011t
- - - - - - EXISTI11tG CROSS SECTI0111
��V v ALUMINUM STRUCTURAL PLATE vPIPE ARCH y✓✓
;
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 1
113 AIRPORT DR.
EDENTON, NC 27932 [phone]
COUNTY: WASHINGTON WBS#: 1.209411
QUAD: ROPER SOUTH DATE: APRIL 10, 2015
BASIN: PASQUOTANK SHEET#: 3 OF 4
PLACEMENT OF PIPE CULVERT ON SR 1180 B-CANAL RD
LAT. = 35.849193 N LONG. = 76.561507 W
DRAWN BY: D.H. STALLINGS SCALE: �" = 5�

DETAIL SECTI011t - OUTLET E1�D VIEW
EXISTING
-------------------------------------�� OF PAVEMENT --------------------------
31 .50'
NOTE: PROPOSED 1@ 18'-0" X 11'-4" X 73'-3" CORRUGATED ALUMINUM
STRUCTURAL PLATE PIPE ARCH TO BE BURIED 1.0' BELOW EXISTING STREAM BED
* ALL ELEVATIONS BASED ON ASSUMED DATA
SYMBOLS
PROPOSED CROSS SECTI011t
- - - - - - EXISTIIVG CROSS SECTIOIV
j�vv ALUMINUM STRUCTURAL PLATE �PIPE ARCH j LL
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISIO N 1
113 AIRPORT DR.
EDENTON, NC 27932 [phone]
COUNTY: WASHINGTON WBS#: 1.209411
QUAD: ROPER SOUTH DATE: APRIL 10, 2015
BASIN: PASQUOTANK SHEET#: 4 OF 4
PLACEMENT OF PIPE CULVERT ON SR 1180 B-CANAL RD
LAT. = 35.849193 N LONG. = 76.561507 W
DRAWN BY: D.H. STALLINGS SCALE: �" = 5'

Culvert Replacement on SR 1180
B Canal Road
Washington County Quad Name Roper South
, , ,
, -ro , .
� , e�
. i . ;' ,, °- � . _ y -
,
:.... ti __ ' - .
, _ _ ___ � --
. 1 - _— _: - a5�e1
__ �..� - -- ._._ {�� � �e II
- � �... �� � , �
� � �``-• .
<M � �
L�C . � - - " 1 � ; , a�����'r/��, ' � . � i
�
� � � � t' i � ��f
�' :
III
_� �
-b ' � ' willi ms Lo , , , �i-� - _ _ � — -- I--
�i�-� _ �,, �. __ _ - �p �� - { � -- _ �! '�� ��ti
- - � e' , ^ ' : � i Ra -. _
� I l
� ,..J . � „ i 5 ,1 � ��C�g ii �_, f ' I
� Pa ish Rd i.. O��
�w: , i x � � _
, i� . �
l ' ! ' '
1 i --._ +�-�� -_— � .�-- - .,.- _ i - - .\�•.
„ .
: �,
�
� � _. . -
�
�- V , _ - ,
� _ _ � " ' -- �
- � ° fi. �. ,r i ��I � � , ! :�+ i�i
,, � � '� i � r���' F�, -:�� , � , ' �
� =rt3 �t Ba�kwoods�RcP �� 1�� �� � � � ! � � � I� f i I � �
I - -� . � � � , ' � .. �.� a;� '` ��' � �� �� ' ��� �,' � � + ' ' � � ' ' '�i
_ �
,
.. _
, ' �'ij� I � � �.. � '�° � � �� i- t-��- � �-,`-�. - ��� � t ' T
Y ._., ,. t �,. � . ,� ; ' �
+ �" � , k r r � l r
.Z < _ _. --- m � 1 i j .r
�11nae,. � - � ---- � . � . � _ ,� I � � j , i � � � 1 1
i I' , «.�,I � i' ii ��� V�!
i r�O : r .I - ' i � f i �_ �e l ^.A.��r �� . 1 � 1 rl J �! r': + 1 f
� 1 P.. cic � I �-�,� ... i 1� ? I ,' , � r�r Y I" r d��._..
, ,
9�
.. '.. &:. �f �;: I t'F � �'�._. 6. I I j� �f—_._ .. I . _ _ �_ �;,. ti � , -J__� I�.—�_
�
� 3 .. <J "_' ___— '� . ��e' � . —is . .�_.__._
ws-�� �, � �a�- _ ,
i � W sa�= �`Sf` �
: ?.
` � �, , w. . •, i t�b � .
) �, ��. �', �.l � .'.,.N. _ . .-�.
G M1 � '
4,Q �� � +, _
�� �� � � � �e�,�
i� r a�,�
�� � A
i� �,` � ;.�
- ��� C',ourd Neck Rd . ' ^ -
_- IE � _ �, %� y � j
IY_ '/%a � � � , * '
- j �''. ° ': a .�. Culvert Replacement
� l; � �a �� Lat: 35.849193°
��,'� "� Long: -76.561507°
fi�� � ,� �
'I °��� . - -- �- 1
�= _
r � - - � ' F� �''
, � , ; at�
I �, -- ,. y�.J, i+
1 _ S
_,_- .
� �'y � ,
. :r , r d
_ ' � � -� r,'
- » �'- �
m - -�
� 94 ,• ' .� �
:T - ,, ` -
+ � w
�
I � � � �� �
'�s �f
, : '7 ,,; _ �, � -�� � i r
� i � �
� � � �m _-
� . v � -
�' � � m
� ;. �_� `° -
i : �� ,
�', I _,�- ` - - - �m` - , ,
� _ _
�_ : > - � �
+ i�.n,: - �
��,
! _ i , _ _ �.-� _. � - � F �F, ��5. �
M11 I �� � �
0 0.5 1 2 Miles
I i i i I i i i I