20120142 Ver 5_401 Application_20190718

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 5
20120142
Is this project a public transportation project?* r Yes
r No
Is this a DOT r Yes r No
project?*
Reviewer List:* April Norton:eads\arnorton
Select Reviewing Office:* Central Office - [phone]
Submittal Type:*
Modifications
Does this project require a request for payment to be sent?*
r
Yes
c:
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 New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Kristi Lynn Carpenter for Jason Dilday
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Project Name: US 74 Ellerbee Bypass (R-3421A B)
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
TIP#: WBS#:
R-3421 A B 34542.1.FR4
(Applies to DOT projects only)
County (ies)
Richmond
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
R-3421A_B Individual Modification Richmond July 18
40.44MB
2019.pdf
Only pdf or lore files are accepted.
Describe the attachments:
Original submitted via email.

rJ By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this 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');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
C1{� /z7 �7rd C }� t�YrtrRt
Submittal Date: Is filled in autorratically.

vim. STATE
`ts +nu.am•
Qe�.nm°va
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
July 18, 2019
US Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
ATTN: Mr. Andy Williams
NCDOT Coordinator
Dear Sir:
JAMES H. TROGmN, III
SECRETARY
Subject: Request for Modification to Individual Section 404 and Section 401 Water Quality
Certification for widening and new lane construction from US 74 Rockingham/Hamlet
Bypass to US 220 Ellerbe Bypass in Richmond County. Federal Aid Project No.
NHF-0220(4), State Project No. 8.1580802, Division 8, TIP Nos. R-3421A and B.
References: Section 404 Individual Permit issued August 7, 2012(SAW-1996- 03023)
Section 401 Water Quality Certification issued May 10, 2012 (3916)
Modification of Section 404 Individual Permit issued October 17, 2012
Modification of Section 401 Water Quality Certification issued August 28, 2012
The purpose of this letter is to submit final drawings for modification of the Clean Water Act (CWA)
Section 404 Individual Permit (IP) and Section 401 Water Quality Certification for R-3421A and B.
Preliminary drawings for these sections were submitted with the original phased permit application.
Included in this application package are the following: (1) this cover letter, (2) Division of
Mitigation Services (DMS) confirmation letter, (3) Hydraulic Design and Permit Drawing Review
Meetings (CP 4B & 4C) minutes for Sections A and B, (4) Stormwater Management Plan, (5) permit
drawings, (6) utility permit drawings for Section B.
Since issuance of the original Individual Permit for R-3421, Sections A and B were re -delineated in
December 2014. A field verification with Sarah Hair (USACE) was conducted in January 2015, with a
Preliminary Jurisdictional Determination issued on February 27, 2015.
Information in the following tables present impact comparisons between the preliminary drawings
presented in the original permit application and the current design for the project. Site numbers have
remained the same between preliminary and final design, however some sites have been broken into sub -
sites. These sites are denoted in bold in the tables under the Permit Site No. column.
This project is scheduled to Let on October 15, 2019, with a review date of July 30,2019.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION 1000 BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER Website: www.ncdot.gov
RALEIGH NC 27699-1598

Jurisdictional Impacts
Table 1. R-3421A Riparian Wetland Impacts
Final
Permit Site
Wetland ID
JD package
Preliminary
No.
in FONSI
ID
Impacts (ac)
Permanent
Im act (ac)
2
NA
WG
0.76
0.48
6
3
WC
0.25
<0.01
7
1
WI
0.15
0.17
(7S)
8
NA
WA
0.09
0.02
Section A Total
1.25
0.68*
*Total impacts due to rounding.
Table 2. R-3421B Riparian Wetland Impacts
Permit Site
No.
Wetland ID
in FONSI
JD package ID
Preliminary
Impacts (ac)
Final
Permanent
Impact (ac)
1
4,5
WD,WE,WJ
0.25
0.24
3
NA
WAA
0.03
0.03
4
NA
WBB
0.09
0.07
5
NA
Site Removed
0.02
0.00
6
5A
WK
0.58
0.09
8
5B
Site Removed
0.20
0.00
9
10
WM,WL
0.42
0.12
10
7,9
WCC,WEE,WFF
1.11
0.87
11
8
Site Removed
<0.01
0.00
12
11
WN
1.92
2.38
Section B Total
4.62*
3.80
*Total impacts due to rounding.
Table 3. R-3421A Streams Impacted
Stream
JD
Preliminary
Final Stream
Permit
IDS
Package
Stream Name
Intermittent/
Stream
Impacts (ft)
Site No.
I
FONSI
ID
Perennial
Impacts (ft)
Perm/Temp
Perm/Temp
1
2
SG
UT to PeeDee
perennial
364 / 0
411/10
River
2
34
SH
UT to PeeDee
Perennial
1 097 / 0
1011150
'
River
'
3 (3A/3B)
5,6
SH
UT to PeeDee
perennial
676 / 0
617/116
River
4
10
SO
UT to PeeDee
Intermittent
51110
205/12
River
5
8,9
SI,SM
UT to PeeDee
Intermittent(SI)
435 / 0
445/35
(5/5A)
River
Perennial SM
7
7
SH SK
UT to PeeDee
Perennial (SH)
1 247 / 100
1 130/32
7/7S/7N
River
Intermittent SK
'
8A)
11
SA
UT to PeeDee
Intermittent
187 / 0
147/0
(g
Section A Total
4,517 / 100
3,966/255

Table 4. R-3421B Streams Impacted
Stream
JD
Preliminary
Final Stream
Permit
ID in
Package
Stream Name
Intermittent/
Stream
Impacts (ft)
Site No.
FONSI
ID
Perennial
Impacts (ft)
Perm/Temp
Perm/Temp
1
No #
SQ
UT to Seaburn
Intermittent
24 / 15
33/10
Branch
2
13
SAA
Seaburn Branch
Perennial
28 / 40
201/20
2A*
No #
SAA/SCC
Seaburn Branch
perennial
0/0
0/36
and UT
3
13
SAA
UT to Seaburn
perennial
759 / 37
578/21
Branch
4
No #
SW
UT to Seaburn
perennial
352 / 26
397/22
Branch
5
14
SR
UT to Cartledge
perennial
645 / 20
669/23
Creek
7
15
ST
UT to Cartledge
Intermittent
610 / 20
610/34
Creek
8
16
SU
UT to Cartledge
perennial
832 / 90
703/161
Creek
10**
19,21
SV
UT to Cartledge
perennial
0/0
339/11
Creek
11
No #
SDD
UT to Cartledge
Intermittent
47 / 10
81/21
Creek
Section B Total
3,297 / 258
3,611/359
*Impacts for this site were originally attributed to Site 2.
**Previously identified as linear wetland
Explanation of Impact Changes
Impacts changed for most sites from the preliminary development to final design. In many cases impact
numbers were reduced from their preliminary projection, while other sites increased slightly. These
minor changes can be attributed to the refinement of the impacts once the design of the roadway was
finalized.
The re -delineation of the project in December 2014 resulted in the following changes:
Section A:
Removal of a significant portion of Site 2 due from being a previously inundated area due to
beaver activity. The beavers had been removed by the time of the 2014 re -delineation.
Section B:
• Removal of Sites 5, 8 and 11, due to previously identified wetlands not exhibiting wetland
function during re -delineation.
• A linear wetland at Site 10 was changed to a jurisdictional stream during the 2014 re -
delineation.
• The wetland at Site 12 increased in size during the re -delineation increasing impacts.
Other notable change resulting in an increase:
Section B:
0 Site 2- In the final impact drawings, Site 2 was split, adding a Site 2A. Also, it appears that

preliminary calculations of impacts along the -Y- line were incorrect and did not fully
account for the true impact.
Utilities
Section A: There will be no impacts to jurisdictional resources due to relocation of utilities.
Section B: Relocation of overhead aerial lines along the intersections with -Y- lines will result in 0.48 ac.
of hand clearing in wetlands.
Protected Species
As of April 2019, Schweinitz's sunflower has been added to the list of federally protected species for
Richmond County. Surveys for the species have not been completed, due to the survey window not
opening until late August. Once the survey window opens, the surveys will be completed. A review of
the NCNHP database shows two known occurrences of the species in the county, both in the same general
area, approximately nine miles from the project.
Surveys for red -cockaded woodpecker, Michaux's sumac and rough -leaved loosestrife were updated on
May 16, 2019. The biological conclusions for these species remain No Effect.
Regulatory Approvals
Section 404: We are hereby requesting the modification of the USACE Individual 404 Permit signed
August 7, 2012 (SAW 1992-03237) and modified on October 17, 2012, for the above -described activities.
NCDOT also requests that the current permit for the project to be extended for a period of five (5) years.
Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the
NCDWR issued May 10, 2012 (DWQ No. 20120240) and modified on August 28, 2012. In compliance
with Section 143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the
Section 401 permit modification.
A copy of this permit modification request will be posted on the NCDOT Website at
littps://xfei•.services.ncdot.gov/pdea/PermApps/
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Jason Dilday at 919-707-6111 or [e-mail].
Sincerely,
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List

Minutes for Hydraulic Design Review Meeting
R-23421A
State Project 34542.1.1
US 220 BYPASS FROM US 74 BYPASS WEST OF ROCKINGHAM
AT SR 1109 (ZION CHURCH ROAD) INTERCHANGE TO 0.3
MILES SOUTH OF SR 1140 (OLD CHARLOTTE HIGHWAY),
RICHMOND COUNTY, DIVISION 8
A Hydraulic Design Review Meeting was held on Wednesday, March
16, 2005 in the Location and Surveys conference room at the NCDOT
Century Center Complex, Raleigh.
Team Members: Andrew Nottingham-NCDOT Hydraulics (Present)
Richard Spencer-USACOE (Present)
Brian Wrenn- NCDWQ (Present)
Travis Wilson-NCWRC (Absent, will provide comments)
Gary Jordan-USFWS (Absent)
Chris Militscher-EPA (Present)
Cathy Houser- NCDOT Roadway Design (Absent)
Elizabeth Lusk-PDEA (Present)
Rob Ayers-FHWA (Absent)
John Olinger -Division 8 (Present)
Participants: Stephen Morgan-NCDOT Hydraulics
Virginia Mabry-NCDOT Roadway Design
Michael Penney-PDEA
Carla Dagnino-PDEA
Lonnie Brooks -Structure Design
Karen Gulledge -Hydraulics
The meeting began at 9:15 a.m. with NCDOT Hydraulics giving a brief description and
history of the project. The team then reviewed the plans sheet by sheet. The following
items of importance were discussed.
Sheet Nos. 6, 7 and 8
• Division 8 noted that the existing roadway cut slopes along US 74 from +/- sta.
60+00 to +/- sta. 80+00 are experiencing problems with ground water seepage. Rip
rap has been used to stabilize the slopes but this continues to be a maintenance
problem. Division 8 noted that this problem needs to be addressed since the proposed

project will be increasing the cut slopes in these areas. USACOE noted that they
wanted to make a site visit to review this area.
Sheet No. 8
• The stream right of sta. 87+00 I-73 will be piped to the culvert located on sheet no.
8 under loop B.
Sheet No. 9
Due to the proposed new interchange the culvert under the existing US 74 ramp will
be extended up and downstream and connected on the downstream extension to the
existing culvert under existing US 74. The total length of the new culvert created by
the extensions and connections will be +/- 1350 feet. Low flow sills will be used at
the entrance of the culvert to divert flow into the middle barrel. Baffles are proposed
on the new extension portions of the culvert to help retain the bed material in the
culvert. DWQ asked if some of the culvert under the existing US 74 ramp could be
removed. NCDOT noted that some of the culvert could possibly be remove but that
it would leave only a small portion of the channel open (+/- 100 feet) and it was felt
that it would be less disturbance to the stream to leave it in place.
NCDOT noted that the rip rap at the outlet of the culvert under loop C is needed for
erosion control and it is shown on the stream banks only and not in the channel.
Low flow sills and baffles will be used on the culvert under loop C.
Sheet No. 11
Low flow sills and baffles will be used on the culvert under ramp C. USACOE
noted they require new stream channels to vegetate through one growing season
prior to diverting flow into the channel. If temporary stream diversions required to
construct the stream relocation and culvert fall outside the roadway footprint their
impacts will need to be accounted for in the plans and permit. NCDOT will
investigate connecting the tributary that enters the stream relocation from the east at
a better angle.
Sheet 12
• The culvert under existing US 74 will be extended up and downstream and low
flow sill will be used. USACOE noted that they would like to review the pond site
upstream of the culvert that is proposed to be drained.
Sheet 16
• NCDOT will show channel relocation on right side from sta. +/- 134+00 to sta.
+/- 135+50 due to proposed fill slope filling in the existing channel.
Sheet 10
NCDOT will investigate shifting the junction box or possibly eliminating it on
the 48" cross pipe.
NCDOT noted that the rip rap at the outlet of the 60" cross pipes under ramp D is
needed for erosion control and it is shown on the stream banks only and not in
the channel.

Draft Minutes for 4C Permit Drawing Review Meeting
R3421A
State Project 34542.1.1
US 220 Bypass From US 74 Bypass West of Rockingham at SR 1109 (Zion Church Road) Interchange to
0.3 miles South of SR 1140 (Old Charlotte Highway), Richmond County, Div. 8
Purpose: The purpose of this meeting was to review the 4C Permit Drawings and resulting
environmental impacts. The Drawings were reviewed, addressing each impact site sequentially. These
minutes represent a summary of the items discussed during the meeting.
1. Stephen Morgan began the meeting by reviewing a timeline of the project — different sections of
the project (A, B, C), project documents, Merger history, field investigation verifications, and
permitting. A summary of preliminary impacts (2005) vs current impacts was also reviewed.
2. General — note areas of proposed utility activity near any JS or wetland, even if no impacts
occur. Include cross sections (and details) at inlet/outlet of culverts, relocated stream.
3. Permits — a Phased Individual Permit was issued in 2012 and expires December 2017.
4. Site 1
• Note existing rip rap at outlet of 36" pipe.
• Show Temporary Impacts at outlet of 36" pipe.
5. Site 2
• Show stream as a total take between proposed culvert and culvert that will have a
portion removed.
6. Site 3
• Show Bank Stabilization at outlet of culvert at Loop C.
• Show Diversion Channel used for construction of culvert.
• Include more Temporary Impacts for Diversion Channel.
7. Site 3A/3B
• No Comments
8. Site 4
• Stream has been impacted since preliminary impacts were shown by logging operations.
Permanent impacts will be shown as they were in preliminary drawings until further
determination. NCDOT will coordinate with DWQ and USACE for mitigation.
9. Site 5/5A
• A smaller size Energy Dissipater Basin will be shown, decreasing the Permanent and
Temporary impacts to the stream.
10. Site 7 (North & South)
• For clarification, label stream location between the culverts.
• Show stream cross section and detail.
11. Site 8/8A
• Add notation for beginning of JS.
• Note that pond has been drained.
This concluded review of R3421A permit drawings.

Subject: Draft Minutes of the Interagency Permit Drawings Review (4b)
Meeting on March 16, 2005 for R-342113, Richmond County
Participants: Team Members:
Randy Henegar, NCDOT, Hydraulics (present)
Richard Spencer, USACE (present)
Beth Barnes, NCDWQ (not present)
Michael Penney, NCDOT, PD&EA (present)
Travis Wilson, NCWRC (not present)
Gary Jordan, USFWS (not present)
Chris Militscher, USEPA (present)
Cathy Houser, NCDOT, Roadway (not present)
Rob Ayers, FHWA (not present)
Elizabeth Lusk, ONE (present)
John Olinger, NCDOT, Division 8 (present)
Other Attendees:
Carla Dagnino, NCDOT, ONE
Virginia Mabry, NCDOT, Roadway
Paul Fisher, NCDOT, Hydraulics
Joe Dunnehoo, NCDOT, Hydraulics
Brian Wrenn, NCDWQ
Lonnie Brooks, NCDOT, Structures
This meeting commenced at approximately 11:00 A.M. Randy Henegar led the attendees in reviewing the plan
sheets (sheet by sheet). Comments were as follows:
Plan Sheet 4: No comments.
Action taken: N/A
Plan Sheet 5: No comments.
Action taken: N/A
Plan Sheet 6: No comments.
Action taken: N/A
Plan Sheet 7: No comments.
Action taken: N/A
Plan Sheet 8: No comments.
Action taken: N/A
Plan Sheet 9: No comments.

Action taken: N/A
Plan Sheet 10: No comments.
Action taken: N/A
Plan Sheet 1 l: USACE will go to the field to look at wetlands @ -L- Sta. 226+00 +/-.
Action taken: Carla Dagnino will coordinate field visit with USAGE.
Plan Sheet 12: No comments.
Action taken: N/A
Plan sheet 13: No comments.
Action taken: N/A
Plan Sheet 14: No comments
Action taken: N/A
Plan Sheet 15: No comments.
Action taken: N/A
Plan Sheet 16: Richard Spencer wanted to put diversion ditch (-L- Sta. 304+00 +/-) under roadway fill and work
in dry season.
Action taken: O.N.E. will include note to this effect in the Permit write-up.
Plan Sheet 17: No comments
Action taken: N/A
Plan Sheet 18: No comments
Action taken: N/A
Plan Sheet 19: All upland wetlands should be counted as impacted wetlands. Check for 2:1 side slopes in wetland
areas. USACE to look in field to see if proposed road cuts off groundwater from crossing roadway.
Action taken: Joe Dunnehoo will check plans for 2:1 side slopes. Carla Dagnino will coordinate the site
visit with USACE.
Plan Sheet 20: No comments
Action taken: N/A

Plan Sheet 21: USACE was concerned about the amount of stream relocation near —Y4- & -SR 1- intersection.
Action taken: Engineering Coordination will look at design changes that could reduce the amount of
stream relocation.
Plan Sheet 22: No comments
Action taken: N/A
Plan Sheet 23: Remove rip rap from pipe outlet at —Y5- Sta. 39+00 +/-.
Action taken: Done.
No further comments were recorded, and the meeting adjourned at approximately 12:30 P.M.

4C Meeting Minutes for R-3421B
PROJECT: R-3421B
34542.1.FR3
DESCRIPTION: I-73/74 Bypass from South of SR 1140 (Old Charlotte Hwy)
To Southwest of SR 1304 (Harrington Rd)
COUNTY: Richmond - Division 8
*NOTE: On 9/1/2015 we were notified this project was removed from the "Bond
List" and that work should cease at an appropriate point and to not resume until
funding becomes available. The 4C permit will be revised per comments below
and then work will cease until notification is sent to the Hydraulics Unit to
proceed with Draft and Final permit submittals.
Team Members:
Andy Williams-USACE (Present, conference call)
David Wanucha- NCDWQ (Present, conference call)
Travis Wilson-NCWRC (Absent)
Gary Jordan-USFWS (Absent)
Dr. Cynthia Van Der Wiele-USEPA (Absent)
David Harris- REU(Absent)
Felix Davila-FHWA (Present)
Participants:
Galen Cail-NCDOT Hydraulics (Present)
Joe Dunnehoo-NCDOT Hydraulics (Present)
Chris Rivenbark-NES (Present)
Jason Dilday-NES (Present)
Lisa Feller-PDEA (Present)
John Olinger -Division 8 (Present)
Rekha Patel- NCDOT Roadway Design (Present)
Chris Adam-NCDOT Roadway Design (Present)
Mark Staley -Roadside (Present)
Mack Bailey -Structures (Present)
Don Proper -Utilities (Present)
Kyle Pleasant -Utilities (Present)
The 4C Meeting was held on Wednesday, August 19, 2015 in the Hydraulics Unit
Conference room at the NCDOT Century Center Complex, Raleigh. Galen Cail
reviewed the plan sheets with the attendees. Comments are as follows:

General Comments:
• Andy Williams noted that Bank Stabilization impacts (permanent) should be
separate from the fill in stream impacts (permanent) on the Impacts Summary.
This will be reviewed and verified.
• Andy Williams and Davis Wanucha requested a copy of the Impact Comparison
Table. Will be attached with 4C minutes.
Site # 1 (Plan Sheet 5 & 6):
• No comments.
Site # 2 (Plan Sheet 21):
• The 66" pipe and impacts located at sta. 12+90-Y4- will be shown as Site 2A.
Site #3 (Plan Sheet 7):
• Review alignment of outlet pipes relative to downstream outfall channel.
Site #4 (Plan Sheet 8):
• Review alignment of outlet pipes relative to downstream outfall channel.
Site #5 (Plan Sheet 10):
• No comments.
Site #6 (Plan Sheet 11):
• It was discussed to continue the wetland boundary outside of proposed R/W for
clarity. After the 4C meeting it was determined the wetland boundary should
close just outside of proposed R/W. Therefore, this wetland will be accounted for
as a total take.
Site #7 (Plan Sheet 11):
• No comments.
Site #8 (Plan Sheet 12):
• Add inlet and outlet channel detail for the culvert to the plan sheet and permit
drawing.
Site #9 (Plan Sheets 16 & 22):
• No comments.
Site #10 (Plan Sheet 16):
• It was verified the JS stream does stop in the wetlands at sta. 304+60±-L- (Lt.)
• The wetlands at sta. 35+35±-Y5-(Lt.) within the ramp and mainline quadrant will
be shown and accounted for as a total take as both mechanized clearing and
excavation in wetlands impacts.
Site #11 (Plan Sheet 23):
• No comments.

Site #12 (Plan Sheet 19):
• The wetlands between Sta. 351+00+ to sta. 354+75±-L-(Rt.) will not be shown as
a total take. Also, portions of this wetland impact were accounted for on the
original R-3421 C permit. These impacts will be accounted for/subtracted from
the final impacts in the R-3421 B permit.
Surface Water Impacts Comparison Table:
• Under the "Existing Channel Impacts Permanent (ft.)" for Site No. 2, the quantity
is shown as 28. This was determined to be a type-o. The correct number should
have been 203 ft. This will be changed on the form.
Wetland Impacts Comparison Table:
• It was asked why there was a big difference between the Current and Preliminary
Impacts at Site #10. The difference was because the wetlands were redelineated
and the area was reduced.

ROY COOPER
Governor
HCHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Mr. Philip S. Harris,111, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
July 12, 2019
Subject: Mitigation Acceptance Letter:
R-3421A, US 220 Bypass from US 74 Bypass West of Rockingham at SR 1109 (Zion Church
Road) Interchange to South of SR 1140 (Old Charlotte Highway), Richmond County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on July 12,
2019, the impacts are located in CU 03040201 of the Yadkin River basin in the Southern Piedmont (SP) Eco-Region, and are
as follows:
Yadkin
Stream
Wetlands
Buffer (Sq. Ft.)
03040201
Sp
Cold
Cool
Warm
Riparian
Non-
Ri arian
Coastal
Marsh
Zone 1
Zone 2
Impacts (feet/acres)
0
0
3,966.0
0.68
0
0
0
0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application
for details.
DMS commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies in accordance with the In -Lieu Fee Instrument dated July
28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and
a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely, &/t�ff "
James B. Stanfill
DMS Asset Management Supervisor
cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-3421A
ez��D A 0 ft --,- NA
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cs�r.�nwte�.wh�
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

I fivhwav North Carolina Department of Transportation
ti l[ I I Z iWarr Highway Stormwater Program
11.1,%,1
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 34542.1.FR4 TIP No.: R-3421A County(ies): Page 1 of 2
General Project Information
WBS Element:
34542.1.FR4
ITIP Number: R-3421A
Project Type: New Location
Date: 3/18/2019
NCDOT Contact:
Mr. Stephen R. Morgan, PE
Contractor / Designer:
Address:
1000 Birch Ridge Drive
Raleigh, NC
Address:
Phone:
919-707-6739
Phone:
Email:
[e-mail]
Email:
City/Town:
County(ies):
Richmond
River Basin(s):
Yadkin -Pee Dee
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
1.78
Surrounding Land Use:
Agricultural, Rural, Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
ac.
ac.
Typical Cross Section Description:
46' Grass median, 2@12' paved inside shoulers, 2@12' lanes each direction, 12' paved
outside shoulder, grass roadway ditches.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: Year:
Existing: Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
CSR 1 & 2 on Loop B & 173; CSR 3 Loop C; CSR 4 Ramp C; CSR 5 on L2/L2Rev (extension).
R-3421A is an interchange and bypass project (US220 Bypass From US74 Bypass West Of Rockingham at SR1109 Interchange) which will include a 46' grass median with
2@12' travel lanes in each direction. The project also includes grass lined roadway ditches. The proposed project includes 4 major drainage structures (3Culverts & extension
of 2 culverts) located in the interchange, which will convey Un-named Tribs to the Pee Dee River. The culverts will include sills and utilize Low Flow Benches as well as a
stream relocation between 2 culverts to maintain the low flow in one barrel of the culvert. A Rip Rapped Energy Dissipator will be utilized at the outlet of 2 60" pipes to dissipate
the energy and prevent erosion to the receiving stream. There are also no direct discharges to any Jurisdictional Stream. There are some minor stream relocations at the inlet
and outlet of a few of the culverts.
Waterbody Information
Surface Water Body (1):
Un-named Trib to Pee Dee River
NCDWR Stream Index No.:
UT to 13 - (34)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer?
I N/A
Dissipator Pads Provided in Buffer?
I N/A
Deck Drains Discharge Over Water Body?
I N/A
(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)

1111 l�� ti1 North Carolina Department of Transportation -'
�I[ 1rI I I\vi.II; r Highway Stormwater Program
STORMWATER MANAGEMENT PLAN -
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-3421A County(ies): 0 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
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
10
-RPD- 10+32.66 73.4' LT
(1)Un-named
Trib to Pee
Riprap Energy
Dissipator Basin
Class 1
2 - 60" RCP and 1 - 36"
RCP
N/A
34.9524103,-79.8468202
Additional Comments
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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For
Index of Sheets
See
Sheet
I -B
For
Conventional Symbols
End Project
R-3421A
ZION CHURCH
RD /
Begin Pro ect
R-3421�
I
VICINITY MAP
EX, ZION CHURCH RD
INTERSECTION
To N
THIS IS A CONTROLLED —ACCESS PROJECT WITH
ACCESS BEING LIMITED TO INTERCHANGES
61 %1 E wV W _11,
NORTH CAROLINA
I u L A L 011M, "
Ise I 1 7 111
110 � W�
LOCATION: I-73174 FROM US 74 BYPASS WEST
OF ROCKINGHAM AT SR 1109 (ZION
INTERCHANGE TO 0.3 MILES SOUTH
(OLD CHARLOTTE HWY.)
TYPE OF WORD: GRADING, DRAINAGE, PAVING,
SIGNING, STRUCTURES, CULVERT, & RETAINING
CHURCH RD.)
OF SR 1140
WALLS
WETLAND AND SURFACE WATER IMPACTS PERMIT
-1-73- /
US 220 BYPASS
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
R-3421A
I
STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIPTION
34542.1.FR4
HPPF-0220(75)
P.E.
34542.2.4
HPPF-0220 30
R/W, UTIL.
34542.3.FS4
HPPF-0220(30)
P.E.
-US 74- POT 147+38,68
END CONSTRUCTION
6
1-73 ROC 133+89,42
END CONSTRUCTION
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
2016 — 9 330-12800900
( )
ADT (2036) = 19,900-23,800
°
K = 10%
D = 60%
T = 26%
V = 70 mph
FUNC. CLASS. = INTERSTATE
(TTST 9% + DUAL 17%)
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-3421A = 1.707 miles
LENGTH STRUCTURES TIP PROJECT R-3421A = 0.073 miles
TOTAL LENGTH OF TIP PROJECT R-3421A = 1.782 miles
(SB LANES WERE USED FOR LENGTH OF PROJECT)
Prepared in the Office of:
RIDGEFIELD DRIVE, SUITE 350
RUM , N KRTH C & KAHLLINA 27ADT
R#C%KLLP
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F-0112
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
,
� o�
OF HIGHWAYS
STATE OF NORTH CAROLINA
2012 STANDARD SPECIFICATIONS
MICHAEL T. MERRITT, PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
JUNE 20 2008
PROJECT ENGINEER
RK&K, LLP
SCOTT BLEVINS P.E.
ROADWAYS
DESIGN
ENGINEER
P.E.DIVISION
SIGNATURE:
LETTING DATE:
OCTOBER, 2019
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
RKf�K, LLP
NCDOT CONTACT: GREGORY S. DAVIS, P.E.
DIVISION 8 PROJECT ENGINEER
PROFILE (VERTICAL)

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DENOTES
WATERTS IN DENIMPACTS IN SUORARY RFACE WATER F F DE L IN
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DENOTES IMPACTS IN
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DENOTES TEMPORARY
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98 + 63.
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REMOV PORTI N OF
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OUTLEr INV. �/ 50yr SEL 199 9
187.97 —,�
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50/ o/ 50/
GRAPHC SCALE
$DATE$
$(USERNAME)$
$FILEL$
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER

PROJECT REFERENCE NO
R -3421A
T,
03
V)
Z
_O
_N
Lu
$DATE$
$(USERNAME)$
$FILEL$
50/
SHEET NO.
9
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INC®lylIP LE
IE
PLANS
DO NOT U91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 13 OF 37
50/
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER

L
PROJECT REFERENCE NO
342111,
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
20
10
—Lop
C— Station
1
+ 11.6
3@
x7 Reiriforced
C..oncretek
Box C
Ivert wi
h Sills
Ske
=100°
100yr WSEL 297.42
INC®Iy]IPLE
]E PLANS
DO NOT USE FOR
% W ACQUISITION
PRELIMINARY
]TANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 14 OF 37
Secti n Through Culvert Natur I Ground
------ --- -- ---------------
Natural Groun --
----------- -- --- --- ' �enterl'ib-e�200 --- ---- ------ -- ---- I ----------
el.
-20%
PROPO ED STR AM
RELOC TION RADE Stream Grade
------ I.97
`_ I
1 90 Stream Grade
rel

03
PROJECT REFERENCE NO
R -342/A
SHEET NO.
/0
I RM/ SHEET NO. I
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
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$DATE$
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$FILEL$
DETAIL IT
SPECIAL CUT DITCH
( Not to Scale?
Front
Desch
Natural t4 Slope
Ground
Min. D =2.0 Ft.
`AGE
SEE DETAIL B
STA 7+DITC
00 H 19+36 W
SITME
- -mp
SEE SIYEE NST �l 8 0p• 00
DETAIL X
FALSE SUMP
( Not to Scale)
Median Ditch
y" 2•
(S- Chart Below) —�r� 20' —y'I !GI
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S=Ditch Slope (j Proposed Ditch
o�
DETAIL DETAIL E
FALSE SUMP �
(Nato Scoio) FALSE SUMP N
c� (Not to Scale)
Outside Ditch
Outside Ditch �2 0, Traffic Flow 1p
Tiro is F o�w ,Q.1 20:1 '� -, 2 �«
GI Edch
S=Ditch Slope C Proposed Ditch S=Ditch Slope Poposed
0
0
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DETAIL B DETAIL A /
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(Not to Scale) (Not to Scale) DETAIL S DETAILIT
DITCH BLOCK STANDARD DITCH
s.
xor m soae cxor to soma
Natural Natural � -
Grauna Li D A Ground :i D V�+3S90 pb*oh ro /
RDWY d RDWY a W dad 20y _ d D
at
Mln. D = 2.0 Ft. Mln. D = 2.0 Ft. Max. d =1.0' _ _ — Flir.r FaEri Max. d
b = 5.0 Ft. b = 5.0 Ft. Propoeea m+pn Type of Llner = CL I RIP RAP
Type of Liner = CL B RIP RAP S = orrpn Slope f
OUTLET OF 36" RCP LEFT OF -RP D- STATION 10+00
EST. 36 TONS CLASS 'I' RIP RAP
EST. 40 S.Y. GEOTEXTILE FOR DRAINAGE
\ PUF
OUTLET OF 2-60" RCPs LEFT OF -RP D- STATION 10+45
EST. 40 TONS CLASS 'I' RIP RAP
EST. 45 S.Y. GEOTEXTILE FOR DRAINAGE
/ NC GRID
NAD 83
/ 18
DENOTES MECHANIZED
CLEARING
INCOMPLETE
PLANS
DO NOT USE FOP,
% W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 15 OF 37
DENOTES IMPACTS IN 100' 0' 100' 200' 300'
SURFACE WATER
GRAPHIC SCALE
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

T,
03
PROJECT REFERENCE NO
R -342/A
SHEET NO.
/0
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
V)
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DETAIL IT
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( Not to Scale?
Front
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Ground
Min. D =2.0 Ft.
DETAIL X
FALSE SUMP
( Not to Scale)
Median Ditch
9" 12,
(S- Chart Below) —�r� 20' —y'I !GI
.-S—c.
S=Ditch Slope (j Proposed Difch
DETAIL DETAIL E
FALSE SUMP �
(Nato Scoio) FALSE SUMP N
c� (Not to Scale)
Outside Ditch
Outside Ditch �2 0, Traffic Flow 1p
Tiro 20:1TT7
Jl GI
5=Ditch Slope r} Proposed Difch S=Ditch Slope Proposed Ditch
DETAIL B DETAIL A
BERM V' DITCH BERM V' DITCH WiLINER /
(Not to Scale) (Not to Scale) DETAIL S DETAILIT
DITCH BLOCK s. STANDARD DITCH
xor m soae cxor to soma
Natural Natural
Grauna Li D cround :i DV�+3S90 pb*oh ro /
RDWY �-d
RDWYGeotextlleMin. D = 2.0 Ft. Mln. D = 2.0 Ft. _ _ — Flir.r FaErt Max. tl
b = 5.0 Ft. b = 5.0 Ft. Propoeea m+pn Type of Llner = CL I RIP RAP
Type of Liner = CL B RIP RAP S = orrpn Slope /
INC®lylIP LE
IE
PLANS
DO NOT TT91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 16 OF 37
".v0
DENOTES IMPACTS IN 100' 0' 100' 200' 300'
SURFACE WATER
GRAPHIC SCALE
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

T,
03
V)
Z
_O
_N
Lu
$DATE$
$(USERNAME)$
$FILEL$
DENOTES IMPACTS IN
SURFACE WATER
PROJECT REFERENCE NO
R -342/A
SHEET NO.
/0
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLE
IE
PLANS
DO NOT U91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 18 OF 37
ftftftftNC GRID - mm=ftft--
NAD 83
SITE 4
ENLARGEMENT
50/
0 /
50/
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

03
PROJECT REFERENCE NO.
R —342/A
R(W SHEET NO.
V)
Z
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/
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ROADWAY DESIGN
ENGINEER
SHEET NO.
/0
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
% W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 19 OF 37
FS
iARGEMENT
50' o' 50'
GRAPHC SCALE
S DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER T IMPACTS IN SURFACE WATER

T,
03
PROJECT REFERENCE NO.
R -342/A
RW SHEET NO.
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ROADWAY DESIGN
ENGINEER
SHEET NO.
/0
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT TTS1F, FOR
% W ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE FO
CONSTRUCTION
PERMIT DRAWING
SHEET 20 OF 37
50/ o/ 50/
GRAPHE SC/�LE
// T/ S/
T DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

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PERMIT DRAWING
SHEET 21 OF 37
PROJECT REFERENCE NO.
R -342/A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPILE
IE
PLANS
DO NOT USE 1F®R
/ W
ACQUISI`Il"ION
PRELIMIN
RY
PLANS
Do NOT USE Fo
CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
DENOTES TEMPORARY
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DENOTES EXCAVATION DENOTES MECHANIZED /yF/ F DENOTES FILL IN
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— — — — — —
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SEE I
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K8]�
RAINAGE
PROJECT REFERENCE NO. SHEET NO.
R —3421 A 11
RNV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOlylIP LE
IE
PLANS
DO NOT U91E FOR
/ W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
DOCUMENT NOT QONSIDERED FINAL
\SS�RI P-RAP
�!?/_/IK
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5 0' 0' 5 0' 10 0' 150
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DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER
DENOTES EXCAVATION DENOTES MECHANIZED F F DENOTES FILL IN
IN WETLAND CLEARING WETLAND

PROJECT REFERENCE NO
SHEET NO.
T,
03
to
Z
0
V)
W
ce
$DATE$
$(USERNAME)$
$FILEL$
�ETAI L F
ROTECTION
TONS CL B �
SY GEOTEXTILE
27+00-28+25
SITE 3J9
E1LARGEMEIVT
SEE DETAIL F
o
TOE P OTECTI O B W/34TONS C RIP RAP
78 SY GEOTEXTILE FOR DRAINAGE
STA 28 + 25 — 29 + 00 ,
17 D C\/ IT Z
/
SEE DETAIL G
SPECIAL CUT
STA 29+50 -
-L2 REV— LT
DENOTES IMPACTS IN
SURFACE WATER
DITCH
- 34+50
GI
50/
R -542/A
I R/W SHEET NO. I
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 23 OF 37
0 /
SCALE
50/
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

SHEET NO.
T,
03
to
Z
_O
_N
Lu
ce
$DATE$
$(USERNAME)$
$FILEL$
SITE 3JU
E3iLARGEMEIVT
DENOTES IMPACTS IN
SURFACE WATER
50/
PROJECT REFERENCE NO
R -542/A
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
/ W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 24 OF 37
0 /
SCALE
50/
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

to
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PROJECT REFERENCE NO.
R -5421A
RNV SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
/ W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 25 OF 37
o� v Y 1 %� -'� = ---- _ - � — � 4' BST 75°
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DETAIL E - —
156A •o SEE DETAIL L
SEE DETAIL B
BERM DITCH
STA 18 + 00 — 32 + 00
—RPC— RT
SEE DETAIL F CL I RIP RAP
' TOE PROTECTION SLOPE PROTECTION
W/63 TONS CL B RIP RAP
,ELBOW 144 SY GEOTEXTILE FOR DRAINAGE
156 STA 33 + 00 — 34 + 00
—RPC— RT
BDO
/
/
C
/
v / \+10o00 —CPC —
4' Base Ditch
3 Depth
See Detail 'Y'
Use Class I Rip Rap
Begin Ditch Elev.-215.4 IDR0WW F E
End Ditch Elev.—
itc Slope-2.5%
i
r
/E
DENOTES IMPACTS IN DENOTES EXCAVATION 50/ O
DENOTES FILL IN SURFACE WATER IN WETLAND
F F WETLAND
DENOTES TEMPORARY DENOTES MECHANIZED GRAPHIC SCALE
IMPACTS IN SURFACE WATER � �� � " � CLEARING
9' CONC W�
50/

L
PROJECT REFERENCE NO
2 -242/A
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INC®MP LE
lE PLANS
DO NOT USE FOR
% W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FO
CONSTRUCTION
PERMIT DRAWING
SHEET 27 OF 37
-Ramp C- 32 75.27
2@10' 8' Reinforced Concrete 3ox Culvert with Sills
24 Skew=45 11 From Normal ct Centerline
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Invert 2111.32'
Proaoseld Stream I Grade
occ-- q I

03
PROJECT REFERENCE NO.
R -3421 A
RM/ SHEET NO.
SHEET NO.
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to
Z
0
W
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9 —� 2 �-
(See Chart Below) ► < 20' ]GI
S = Ditch Slope
CL Proposed Ditch
Ditch Grade
L
Ditch Grade
L
0.0% To 2.0%
20'
Over 4.0% To 6.0%
40'
Over 2.0% To 4.0%
30'
Over 6.0%
50'
DENOTES IMPACTS IN
SURFACE WATER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
/ W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
MTL7--- 4r---r---T-
I I
RETAIN 2G1 &
I I
15", 24", 30"
W/N C TO
W/NEW C2
END RESURFACING
50/ 0/ 50/ 100/ 150/
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER GRAPHIC SCALE

03
PROJECT REFERENCE NO
R -3421 A
SHEET NO.
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01,
R/W SHEET NO.
ROADWAY DESIGN I HYDRAULICS
50, 0' 5 0' I 0 0' 15 0'
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER
GRAPHIC SCALE

to
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03
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DENOTES IMPACTS IN
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PROJECT REFERENCE NO.
R -5421 A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
12
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
% W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 30 OF 37
50/ o/ 50/
GRAPHC SCALE
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

PROJECT REFERENCE NO
R -5421 A
SHEET NO.
/2
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RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INC®MPLE
IE
PLANS
DO NOT U91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 31 OF 37
0 /
so /
$DATE$
$(USERNAME)$ DENOTES IMPACTS IN DENOTES TEMPORARY
$FILEL$ SURFACE WATER IMPACTS IN SURFACE WATER

L
PROJECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
L
00
CD
n
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i
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x
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70
50
-1-2- 41 + 47.2
Extend 2@6'x6' RCBC
S kew =12 0°
-1-2 Rev
42 + 1
.5
Extend
2@6'x6
RCBC
Skew=
20° &
42° 30'
Q.
INC®Iy]IPLE
]E PLANS
DO NOT USE FOR
% W ACQUISITION
PRELIMINARY
]TANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 32 OF 37
END LIE @ �5'
.LONG �• MAI TAIN
AME GRADE.
r • R EVA
VA
230
Natura Groun along --- _-- ---
C-djInrt Cnnt riumm
---- --- Invert 220.6
220 --
_—
— o
Existing tream Profile I vert 21 .8' --- ---- — 1 SiII in
r� --- left barrel
$DATE$
0 $(USERNAME)$
L $FILEL$
210

03
PROJECT REFERENCE NO. SHEET NO.
R -3421 A 16
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
V)
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DENOTES IMPACTS IN
SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING

Cr
03
PROJECT REFERENCE NO
R242/A
SHEET NO.
R
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
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DENOTES IMPACTS IN F
SURFACE WATER
DO NOT USE 10 CONSTRUCTION
PERMIT DRAWING
SHEET 36 OF 37
50, o/ 50/
GRAPHIC SCALE
DENOTES FILL IN
WETLAN D
$DATE$
$(USERNAME)$
$FILEL$
DENOTES MECHANIZED
CLEARING

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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
24+53 / 26+88 -FLY-
PROP PIPE SYSTEM
0.03
< 0.01
411
10
2
94+76 / 98+53 -1-73-
TRIPLE BARREL
0.48
0.25
0.02
1011
50
CULVERT EXTENSIONS
3
12+62 / 14+03 -LPC-
PROP 3-BARREL CULVERTS
0.09
0.02
475
106
3A
12+90 / 13+44 -LPC-RT
60" RCP EXTENSION
< 0.01
81
PROP 3-BARREL CULVERTS
3B
28+02 / 28+38-L2REV-
PROP 66" RCP
< 0.01
< 0.01
61
10
4
108+56 / 109+94 -1-73-
PROP 48" RCP
0.01
< 0.01
205
12
5
10+00 / 11+96 -RPD-
PROP 60" RCP
0.02
< 0.01
327
25
5A
10+34 / 10+71 -RPD-
PROP 60" RCP
< 0.01
< 0.01
118
10
6
126+44 / 126+91 -1-73-
CLEARING FOR ROADWAY FILL
< 0.01
7A
35+17 / 35+87 -RPC-
PROP CULVERTS
< 0.01
< 0.01
127
10
7 SOUTH
31+62 / 38+32 -RPC-
PROP CULVERTS, 18"RCP,
0.15
0.02
0.11
< 0.01
828
10
STREAM REALIGN
7 NORTH
42+60 / 43+90
CULVERTS EXTENSIONS,
0.03
< 0.01
175
12
-L2REV-
PROP CULVERT &
8
134+60 / 135+70 -US 74-
60" RCP EXTENSION
0.01
147
8A
133+06 / 133+86 -US 74-1
ROADWAY FILL
< 0.01
0.02
TOTALS*:
0.48
0.15
0.05
0.58
0.05
3966
255
0
-KOunaea totals are sum of actual impacts
NOTES:
1024

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 34542.1.FR3 TIP No.: R-3421B County(ies): Richmond Page 1 of 2
General Project Information
WBS Element:
34542.1.FR3 ITIP Number: R-3421B Project Type: New Location Date: 6/14/2319
NCDOT Contact:
Mr. Galen Call, PE
Contractor / Desi ner:
Address:
1000 Birch Ridge Drive
Raleigh, NC
Address:
Phone:
919-707-6711
Phone:
Email:
cail ncdot. ov
Email:
City/Town:
Count ies :
Richmond
River Basins :
Yadkin -Pee Dee
CAMA Count ?
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
4.30 Surrounding Land Use: JAgricultural, Rural, Residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
52.1 ac.
N/A ac.
Typical Cross Section Description:
46' Grass median, 2@12' paved inside shoulers, 2@12' lanes each direction, 12' paved
outside shoulder, grass roadway ditches.
N/A
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 19,980 Year: 2036
Existing: N/A Year: N/A
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
R-3421 B is an interchange and bypass project (US220 Bypass, 1-73/1-74) which will include a 46' grass median with 2@12' travel lanes in each direction. The project also
includes grass lined roadway ditches. The proposed project includes 1 major drainage structure (3 barrel RCBC), which will convey an unnamed tributary to Cartledge Creek.
The culvert will include sills and utilize Low Flow Benches to maintain low flow in two barrels. Rip Rapped Energy Dissipators will be utilized at the outlets of a 30" pipe and a
36" pipe to prevent erosion at the outlets.
Waterbody Information
Surface Water Body (1): Un-named Trib to Cartledge Creek
NCDWR Stream Index No.:
UT to 13 - 35
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
I N/A
(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 II�;�iWc'1 ■ North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: R-3421B County(ies): Richmond Page 2 of 2
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Energy Dissipator
Type
Riprap Type
Drainage
Area
ac
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
cfs
V10
(fps)
BMP
Associated w/
Buffer Rules?
17
-L- 322+50 RT
(1)Un-named
Trib to
Riprap Energy
Dissipator Basin
Class 1
9.7
Pipe
30" RCP
27.5
1.1
N/A
34.9854605,-79.7994557
19
-L- 347+26 LT
(1)Un-named
Trib to
Riprap Energy
Dissipator Basin
Class 1
13.2
Pipe
36" RCP
32.4
1.2
N/A
34.9897885,-79.7930204
Additional Comments
- FCeter to the NUUU I tSest Management Practices 1001boX (ZU14), NGUU I Standards, the reoeral HlghWay AomInistrahOn (FHWA) Hydraulic Engineering Uircular No. 14 (HEU-14), I hlro Etlltlon, Hydraulic Uesign of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

0-
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03
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T4
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h
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See
Sheet 1-A
For Index of Sheets
See
Sheet 1-13
For Conventional Symbols
E D ROJECT
1005 22a
1303
1302
1142
1336
loos
\
\
1301
/ 1005
220
1141 NEST ROCKINGHAM 1005
(UNINC )
1140 30
" 100 1335
]4 •
6G5
11164 220
1124
4 1239 I
eUs 184 3
]4
BEG PRO T B05 RO KI HA
]4
1
` • ]4
\
\ E
\ ]4 1.
VICINITY MAP
SITE 2A
SITE 2-,, , ��
SITE I
-Y3- POC 23 + 16.67 ± r,
BEGIN BRIDGE
�MUIL-I<E)r
ENGINEERS 8• CONSULTANTS
PO Box 331 27
RALEIGHN.C. 27836
(91 91 851-1 91 2
19191 851-1918 (FAX)
WWW.MULKEYINC.COM
RICHMOND
COUNTY
LOCATION: 1-73/74 FROM 0.3 MILES SOUTH OF SR 1140 (OLD CHARLOTTE
HIGHWAY) TO 0.2 MILES SOUTHWEST OF SR 1304 (HARRINGTON ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, CULVERTS, STRUCTURES, MSE RETAINING WALLS, AND SIGNING
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 6
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
R-3421 B
I
WBS NO.
F. A. PROD. NO.
DESCRIPTION
34542.1.FR3
NHF-0220 76
P.E.
34542.2.3
NHF-022 0 43
R /W & UTI L.
PERMIT DRAWING
SHEET 1 OF 71
END TIP PROJECT R-3421B
END BRIDGE
7-0
ELIERgE
NOTE:
THIS PROJECT IS A CONTROLLED ACCESS PROJECT
WITH ACCESS LIMITED TO THE INTERCHANGE.
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Office of.
Mulkey Engineers & Consultants
HYDRA ULICS ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
2 5' 0 50'
PLANS
25' 0 50'
PROFILE (HORIZONTAL)
5' 0 10,
ADT 2016 =101400
ADT 2036=19,980
o
K = 10%
D = 60%
T = 2 6% *
V = 70 mph
* (Duals = 9%+TTST=17%)
LENGTH ROADWAY TIP PROJECT R-3421 B = 4.270 MILES
LENGTH STRUCTURES TIP PROJECT R-3421B= 0.029 MILES
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
P.E.
SIGNATURE:
o
�� Q
��p Q�
4Rp0Qo
2012 STANDARD SPECIFICATIONS
JOHNNY BANKS
RIGHT OF WAY DATE:
SEPTEMBER 23, 2009
MULKEY E & C
PROJECT MANAGER
STEVE BROWDE, PE
ROADWAY DESIGN
ENGINEER
TOTAL LENGTH TIP PROJECT R-3421B = 4.299 MILES
LETTING DATE:
FEB 16 2016
(PRODUCTION)
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
Functional Class.: Interstate
statewide ties
—L— LINE USED FOR PROJECT LENGTH
P.E.
SIGNATURE:
PE
NCDOT CONTACT. REKHA PATEL, PE
ROADWAY DESIGN - PROJECT ENGINEER
STATE HIGHWAY DESIGN ENGINEER

to
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F
Natural L10
Ground b{
� I d
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "B" Rip -Rap
FROM STA. 149 + 00 —L— TO STA. 151 + 35 —L— RT.
(Est.Qty. 70 Tons; 161 SY GEOTEXTILE)
FROM STA. 22 + 71 —SRI— TO STA. 23 + 05 —SRI— LT.
(Est.Qty. 41 Tons; 24 SY GEOTEXTILE)
DETAIL C
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Natural
Ground sl/ OPGround
"� agNk D E��S��aG d _ I, 0 ------
CHANNEL BED
(Variable)
Length = -
D = 1.5- ___-_
Est = ___7___ Tons of Class _B_ RipRop
STA. 150+95.58 -L- (LT)
DETAILAL X
FALSE SUMP
( Not to Scale)
o -
Outside Ditch
Traffic Flow
2,0
GI
S—
etc.
S = Ditch Slope
Proposed Ditch
STA. 156+50 -L- (RT)
STA. 160+00 -L- (RT)
STA, 32+00 -SRI- (RT)
DETAILAM
FALSE SUMP
( Not t $Cale)
Median Ditch
9' --{ z'
se Chart Below)+T� 20'__� L--%]
Proposed Ditch
STA, 156+50 -L- (CL)
STA. 160+00 -L- (CL)
DETAILAN C o
FALSE SUMP
( Not to Scale) u
Outside Ditch
Traffic Flow 2�
2
cl
�- S — etc.
S=Ditch Slope Proposed Ditch
STA. 32+00 -SRI- (LT)
DENOTES IMPACTS IN
SURFACE WATER
JO. SHEET NO.
6
NO.
HYDRAULICS
ENGINEER
E
IE PLANS
g
% W ACQUISI`Il"ION
RY PLANS
rO
CONSTRUCTION
re
DENOTES FILL IN
WETLAND
N
$DATE$
$(USERNAME)$
$FILEL$
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES MECHANIZED
CLEARING

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Length = jo-_____ D = 1.5- _____ STA. 160+00 -L- (RT) STA. 160+00 -L- (CL) STA. 32+00 -SRI- (LT)
Est = _-_--- Tons of Class _B- RipRap STA. 32+00 -SRI- (RT)
STA. 150+95.58 -L- (LT) DENOTES IMPACTS IN
SURFACE WATER F
JO. SHEET NO.
6
NO.
HYDRAULICS
ENGINEER
E,rE
PLANS
8
% W ACQUISITION
I Y PLAINS
rO
CONSTRUCTION
ff
�J
I
DENOTES FILL IN
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OTECTjON mc
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2G1
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�TS
CL B RIPRAP R
SEE DETAIL "C"
0
15" RCP —IV
0
Ln
OTECTION
-� OE PR ►►
SEE
-L-
i
PROJECT REFERENCE NO.
R -3421 B
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
6
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
/ W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 6 OF 71
SITE I
E3 L All R GE2klmE3 T
50'
0'
GRAPHC SCALE
50'
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAN D
DENOTES MECHANIZED
CLEARING

V)
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-0-�
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$FILEL$
PROJECT REFERENCE NO
R -3421 B
SHEET NO.
6
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLE
IE
PLANS
DO NOT AT91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 7 OF 71
SITE 1
E1LARGEMEIyT
50'
0'
GRAPHC SCALE
50'
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAN D
DENOTES MECHANIZED
CLEARING

03
H
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4
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4
0
400
380
3650
3,10
3
0
300
030
2650
2,10
2
0
200
0 10
PROJ. REFERENCE NO.
SHEET NO.
/
0
/
0
PERMIT DRAWINU
SHEET 8 OF 71
8.0
22Sf
//.0
0�50
//00
8.0370
�
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0.020
0.020
—
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340
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SI
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//
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0 0
7
//00
8.0
370
--
--
__—
---
—0.020
_
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S.S.3540
8
----
-
-__
4
0
410
400
3
0
3
0
3
0
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0
3
0
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2
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2
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0 10
PROJ. REFERENCE NO.
SHEET NO.
� —342/B
X —25
0
/
0
/
0
PERMIT DRAWING
SHEET 9 OF 71
24.0
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91
7
S�EET
NINE 10 j6+00 00 MAY 4 ST AT �
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6\
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Ln TS
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SEE DETAIL "D"
SITE
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A
/
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2GI
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-L-
F
DETAIL D
PIPE OUTLET CHANNEL
( Not to Scale)
Natural
Natural
Ground
Ground
"c a,NK---
CHANNEL BED
(Variable)
20 2
Length
= _____ D =
Est = __6___
Tons of Class _ I _ RipRap
STA, 167+43 -L- (LT)
DETAIL F
LATERAL BASE DITCH
( Not to Scale) b
Fill
Natural Slope
Ground 1"/Ft.
d Min. D = 1.0 Ft.
B Max. d = 1.0 Ft.
GEOTEXTILE
When B is < 6.0' B = 5.0 Ft.
b = 10 Ft,
Type of Liner = CLASS "B" RIP RAP
STA. 169 + 00 to 169 + 50 -L- (RT)
(EST 23 TONS; 50 SY GEOTEXTILE; 98 CY DDE)
CABLE GUIDERAIL
BEG. SHOULDER
BERM GUTTER
STA. 164 + 00 -L- RT
DETAIL E
LATERAL BASE DITC
( Not to Scale)o
b
NaturaGround 2, \ Slope
/ D 2• I"/F .
Min. D = 0.5 Ft.
Lo I
I B = 5.0 Ft.
b = 10 Ft.
STA.1 68 + 46.97 to 169+00 -L- (RT); 54 CY DDE
2GI FS
JB w/Slal
See Specia
Sheet 2l
CAT-1
• FROF. SI
UFRIGA
-L- POC 168+78.62 =
o -Y4- POC 20 +78.66
C�
GQ
-Y4- PT 21 +94.00
B w/MH
RCP -IV LATERAL BASE DITCH
--- (SEE DETAIL "E")TS
-Y4 - PC 24 +08.65
PERMIT DRAWING I
SHEET 10 OF 71
STA. 163+00 -L- (RT)
STA, 174+50 -L- (RT) DETAILAM
FALSE SUMP
p ( Not to Scale)
Median Ditch
I`-- 9 -�I2
I ee Chart Below20'GI
S etc.
S=Dltch Slope Proposed Ditch
I / / Ditch Grade L DTtch Grade L
0.07 To 2.0% 20' Over 4.0% To 6.0% 40'
IOver 2.0% To 4.0% 30' Over 6.0% 50'
I I/ STA. 163+00 _L_ (CL) STA. 172+00 _L_ (CL)
STA, 167+00 L (CL) STA. 174+50 L (CL)
I STA. 169+50 -L- (C L)
-Y4- STA/7+4 5 I
PROJECT REFERENCE NO. SHEET NO.
R -3421 B 7
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPILs]E
IE
PLANS
DO NOT USE FOR
/ W
ACOUISI`Il"ION
PR MIN
RCONSTRUCTIONPLANS
®L® ®
700,00
�
O
O
Qc� MTL \ \ STA, 164,+25 -L- (LT) FROM STA. 165+90 -L- TO STA. 167+40 -L- LT.
\ \ STA. 170,150 -L- (LT) (Est.Qty. 40 Tons; 115 SY GEOTEXTILE) \
FROM STA. 169 + 90 -L- TO STA. 171 + 00 -L- RT.
\ (Est.Qty. 30 Tons; 75 SY GEOTEXTILE)
II
I +63.64 -L-
-L- /
175.00 75.00 (LT) .oG 221.00 (LT)� '
F I I �` +08.00 -L -
'w�- \ R 175,00 (LT)
\ ry
--_�\
\ 0+�0 \� F
\ 2 /--------F-------- -_ --_ L__
SOIL TL-3----- \
2GI \ \
/ I
\ �� C23
Q)
\ O
GREU 8:1
1'. I TL-3 2GIS / I
C
-Y4-
P1 StG 15+78.17
P/ StG 20+34.72
P/ StG 24+34.78
0 =
12°43"32.4" (LT)
A =
13°20102.5" (RT)
A =
1*34104.5" (LT)
D=
7*10100.0"
D=
4*10100.0"
D=
3°00100.0"
L =
177.57
L =
320.02
L =
52.26
T =
89.15
T =
160.73
T =
26.15
R =
799.48
R =
1,375.10
R =
11909.86
SE
= NA
SE
= NA
SE
= NA
D.S.
= NA
D.S.
= NA
D.S.
= NA
C"
tI C
C
/
i
i
I /
I
Ln
\ \CD
\
2GI FS \
2GI. FS / SOIL \ v J
> -V
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0
2GI 2GI
CAT-1 _- - t,
FS i� J
F���\ �_------� 2GI\
�% m
/
/
/
/
/
TOE PROTECTION
SEE DETAIL "RA"
GRADE TO DRAIN
5' WIDE W/CLASS B RIP RAP
EST 10 TONS
ATTERAL BASE DITCH
(SEE-D�TAIL "F")
-Y4- STA. 23+88.98
-Y4- PT 24+60.91
-Y4- POT 25 +65.88
c
END SHOULDER \
BERM GUTTER \ ( r
STA. 172 + 00 -L-
SOIL \
P/ StG 180+84.12
L =
104°0/152.6" (RT)
D =
0'45100.0"
L =
13,870.84
T =
9,783.54
R =
7,639.44
SE
= 0.03
D.S.
= 70 mph
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F
DENOTES FILL IN
WETLAND
5 0' 0'
5 0' 100, 15 0'
Ct7:lT1[9Z.`1WRAIIIIIIIIIIII

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LATERAL BASE DITCH
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Natural
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Fill
Slope
d Min. D
= 1.0 Ft,
12�
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When B is < 6.0' B
= 5,0 Ft.
b
= 10 Ft,
Type of Liner = CLASS "B" RIP RAP
Q
STA. 169 + 00 to 169 + 50 -L- (RT)
$DATE$
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Pl Sta 20+34.72
P/ Sto 2\4
=
12°43132.4" (LT)
z� _
13°20102.5" (RT)
z�, =
1 °34'
D=
7*10100.0"
D=
4*10100.0"
D=
3*00100.
L =
177.57
L =
320.02
L =
52.26
T =
89.15
T =
160.73
T =
26.13
R =
799.48
R =
1,375.10
R =
1'909.86
SE
= NA
SE
= NA
SE
= NA
D.S.
= NA
D.S.
= NA
D.S.
= NA
C/ z
PERMIT DRAWING I
SHEET 11 OF 71
STA 163+00 -L- (RT)
STA, 174+50 -L- (RT)
rI
I
I�
STA. 163+00
(CL) STA. 172+00
(CL)
I
_L_
_L_
STA, 167+00
L (CL) STA. 174+50
L (CL)
1
STA. 169+50 -L-
(CL)
\
DETAILAN
o
\
FALSE SUMP
( Not to Scale) �
=
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and
Traffic Flow
ZOJ 2�v
2'
m m
S=Ditch Slope
r a�
a
(
M
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TA
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PROJECT REFERENCE NO. SHEET NO.
R —3421 B 7
WW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE
IE
PLANS
DO NOT TT91E FOR
/ W
ACQUISITION
PR
® I
RCONSTRUCTIONPLANS
® ®
DETAIL RA
TOE PROTECTION
( Not to Scale)
b
d
Geotextile
�C "B- Rip -Rap
-
TA. 167 + 40 -L- LT.
OTEXTILE)
+00 -L- RT.
Q)
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P/ Sta 180+84.12
z� =
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D =
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L =
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T =
9,783.54
R =
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SE
= 0.03
D.S.
= 70 mph
F e SO
\ �O
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DENOTES IMPACTS IN
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DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F DENOTES FILL IN
WETLAND
50' 0' 50' 100' 150'
Ctl:",.I[M�wim I

PROJECT REFERENCE NO
0-7iir,)lCD
to
Z
_O
_N
Lu
ce
03
SHEET NO.
7
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
/ W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 12 OF 71
SITE 3
EIVLARGEAIEIVT
50'
0'
GRAPHIC SCALE
DENOTES IMPACTS IN
SURFACE WATER
F DENOTES FILL IN
WETLAND
50'
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
Q
L
00
/
N
$DATE$
$(USERNAME)$
$FILEL$

PROJECT REFERENCE NO
0-7/ 1D/D
T,
03
V)
Z
_O
_N
Lu
$DATE$
$(USERNAME)$
$FILEL$
SHEET NO.
7
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLE
IE
PLANS
DO NOT T791E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 13 OF 71
SITE 3
EIVLARGEAIENT
50'
0'
GRAPHIC SCALE
DENOTES IMPACTS IN
SURFACE WATER
k\F\�K DENOTES FILL IN
WETLAND
50'
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

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4
0
400
380
3650
3,10
3
0
300
030
2650
2,10
2
0
2
0
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -63
Jo
Jo
PERMIT DRAWING
SHEET 14 OF 71
�on
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70
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3
0
3
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2
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2
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2
0
2
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/
0
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8
6
4
0
0
4
6
8
/
0 10
PROJ. REFERENCE NO.
SHEET NO.
R —3421 B
X —62
0
/
0
/
0 ,380
,370
24.0
24.0
370
DRAWING
SHEET 15 OF 71
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0
/
0
200
2
0
2,10
2650
250
300
3
0
3,10
3630
3
0
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -64
400
4,110
440
,70
PERMIT DRAWING
SHEET 16 OF 71
'Yo
,�,50
CL-
—300
370
Q
350
340
QZ
cl
l
0
/
0
2
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
3
0
4
0
4
0
4140

T,
03
PROJECT REFERENCE NO.
R -3421 B
RW SHEET NO.
SHEET NO.
8
V)
Z
_O
_N
LU
m
$ DATE $
$(USERNAME)$
$FILEL$
DETAILAL C� o
FALSE SUMP 1 :2
( Not to Scale) v
o —
Outside Ditch
Traffic Flow ,J2,p_
GI
S — etc.
S = Ditch Slope Proposed Ditch
STA. 176+50 -L- (RT) STA, 190+00 -L- (RT)
STA. 183+50 -L- (RT)
STA. 187+00 -L- (RT)
DETAIL _G
PIPE OUTLET CHANNEL
( Not to Scale)
Natural Fx/ �,� Natural
Ground STj 0P Ground
h'C ggNk D E��SS\aG i
CHANNEL BED
-- (Variable)
Length = 12 D = 2.0'_--_
Est = --it--- Tons of Class I RipRap
STA, 178+71.06 -L- (LT)
STA, 179+59 -L- (RT) -(25' long)
DETAILAM
FALSE SUMP
( Not t Scale)
Median Ditch
9. —�II 2' f —
ee Chart Below)�_ 20' -- GI
S etc
.
Proposed Ditch
STA, 176+50 -L- (CL) STA, 183+50 -L- (CL)
STA, 179+00 -L- (CL) STA, 187+00 -L- (CL)
STA. 181+00 -L- (CL) STA. 190+00 -L- (CL)
DETAILAN o
FALSE SUMP
( Not to Scale)
"
o -
Outside Ditch
Traffic Flow
20.E
20y 2' �-
GI
_ S —
etc.
S=Ditch Slope
(i Proposed Ditch
STA. 176+50 -L- (LT) STA. 190+00 -L- (LT)
STA, 183+50 -L- (LT)
STA. 187+00 -L- (LT)
DETAIL RA
TOE PROTECTION
( Not to Scale)
o,�e<
F�
Natural 1 0� S\0
Ground b F�\
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "B" Rip -Rap
C) FROM STA. 178 + 00 -L- TO STA. 180 + 00 -L- LT.
Q) (Est.Qty. 70 Tons; 147 SY GEOTEXTILE)
+ FROM STA. 178+25 -L- TO STA. 179+45 -L- RT.
iC) (Est.Qty. 30 Tons; 84 SY GEOTEXTILE)
CC)
0
Or
DENOTES MECHANIZED
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
IE
PLANS
DO NOT TT91E FOR
% W
ACQUISITION
PR ®LIMIN
NOT USE ®R
CONSTRUCTION
PERMIT DRAWING
SHEET 18 OF 71
5 0' 0' 5 0' 100, 15 0'
DENOTESWETLAND IMPACTS
IN DENOTES TEMPORARY
IM\ PACTS IN SURFACE WATER \,GRAPHIC SCALE
re

SHEET NO.
8
to
Z
_O
_N
Lu
ce
T,
03
$DATE$
$(USERNAME)$
$FILEL$
wPRAP
50'
PROJECT REFERENCE NO.
R -3421 B
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
]CLANS
DO NOT USE FOP,
/ W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 19 OF 71
0'
GRAPHC SCALE
DENOTES IMPACTS IN
SURFACE WATER
50'
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES MECHANIZED
CLEARING
F DENOTES FILL IN
WETLAND
N

SHEET NO.
8
V)
Z
_O
_N
Lu
T,
03
L
O1
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N
N
O1
L
r
L
N
co
ED
F
Q
m
w
CL
/
0
APO
50'
PROJECT REFERENCE NO.
R -3421 B
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
IE
PLANS
DO NOT U91E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 20 OF 71
0'
GRAPHIC SCALE
DENOTES IMPACTS IN
SURFACE WATER
50'
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES MECHANIZED
CLEARING
N
$DATE$
$(USERNAME)$
$FILEL$
DENOTES FILL IN
WETLAND

\
N
co
4
0
4
0
400
380
3650
3,10
3
0
300
030
2650
2,10
2
0
2
0
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -73
Jo
/
0
PERMIT DRAWING
SHEET 21 OF 71
WL
SIT
4
o
cc
3,30
�
,370
W
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0
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Cl-
,370
ciz
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40
40
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30
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6
4
0
0
4
6
8
/
0 10
PROJ. REFERENCE NO.
SHEET NO.
R —3421 B
X —72
0
/
0
/
0
PERMIT DRAWING
SHEET 22 OF 71
,�Bo
VVLB
�Bo
SITE
4
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1030
0°030
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6
4
0
0
0
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6
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T,
03
W
CL
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DETAILAL C X
FALSE SUMP
( Not to Scale)
o —
Outside Ditch
Traffic Flow
GI
DETAILAN o
FALSE SUMP
( Not to Scale)
o -
Outside Ditch
Traffic Flow 2
DETAIL RA
TOE PROTECTION
( Not to Scale)
p,�ec
Natural 0� S�0Qe
Ground F b
PROJECT REFERENCE NO.
R -342/B
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/0
HYDRAULICS
ENGINEER
$DATE$
$(USERNAME)$
$FILEL$
5 0' 0' 5 0' 100, 15 0'
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER GRAPHIC SCALE

03
�
Lu
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t�qZ4�q
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4
0
4
0
400
380
3650
3,10
3
0
300
030
2650
2,10
2
0
2
0
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -128
I
I
/
0
PERMIT DRAWING
SHEET 27 OF 71
0
�00
z
SIT
5
70
pen
So =
4.2%
4
0
4
0
4
0
3
0
3
0
3
0
3
0
3
0 --
------2
-----
------ Zu
0
2
72"
0
RCP
/
0
/
0

\
N
00
01
l
0
/
0
/
0
8
6
4
0
0
4
6
8
/
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -127
0
/
0
/
0
PERMIT DRAWING
SHEET 28 OF 71
z
24.0
24.0
�
Q:)
Ah
7750
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24
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8
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4.2%
0
0
4
60
8
/
0
140
/
0

\
N
00
01
l
0
/
0
200
2
0
2,10
2650
250
300
3
0
3,10
3630
3
0
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -3421 B
X -129
400
4,110
440
PERMIT DRAWING
SHEET 29 OF 71
Q
0
Sl
E
5
24a-
72"
RCP
�-
So =
4.2%
l
0
/
0
200
2
0
2
0
2
0
2
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so,—
STA. 220+00 -L- (CL)
STA. 224+00 -L- (CL)
STA. 227+50 -L- (CL)
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When B is < 6.0' B = 4.0 Ft.
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060
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(Est.Qty. 50 Tons; 83 SY GEOTEXTILE)
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SHEET NO.
RM/ SHEET NO.
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RNd SHEET NO.
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X-140
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SHEET NO.
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DO NOT U91E FOR
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DO NOT USE 1FO
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SHEET 35 OF 71
50'
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SHEET NO.
R-342/B
X-173
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SHEET NO.
R-342/B
X-172
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X -174
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R -3421 B 12
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOyIIPLE
IE
PLANS
DO NOT TT9F, FOR
/ W
ACQUISITION
PRELIMINARY
PLANS
DO NOT USE 1FO
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PERMIT DRAWING
SHEET 40 OF 71
0
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GRAPHIC SCALE
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER

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PROJECT REFERENCE NO. SHEET NO.
R -5421 B
ROADWAY DESIGN HYDRAULICS
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SHEET 41 OF 71
S

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PROJECT REFERENCE NO
R -342/B
SHEET NO.
/6
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ROADWAY DESIGN HYDRAULICS
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STA. 10+38.18 -RAMP 'A'- (LT)
STA. 8+00 -RAMP 'Cl- (RT)
STA. 4+14 TO 5+79 -RPD- (LT) STA. 9+25 -L- TO STA. 11+35 -RAMP A- RT.
(EST 50 TONS; EST 130 SY GEOTEXTILE; 119 CY DDE) (Est.Qty. 55 Tons; 138 SY GEOTE)MLE)
STA. 11+15 -L- TO STA. 12+75 -RAMP D- LT.
(Est.Qty. 45 Tons; 165 SY GEOTEXTILE)
LATERAL 3' BASE DITCH
SEE DETAIL AF
cp
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to
100' 0' 100' 200' 300'
GRAPHIC SCALE
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
E �E] DENOTES EXCAVATION
IN WETLAND
N

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03
PROJECT REFERENCE NO
R -342/B
SHEET NO.
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RNV SHEET NO.
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SITE 10
DENOTES IMPACTS IN
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DENOTES TEMPORARY
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DENOTES FILL IN
WETLAND
INCOMPLE
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PROJECT REFERENCE NO.
R -3421 B
R/W SHEET NO.
ROADWAY DESIGN
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SHEET NO.
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HYDRAULICS
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0'
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SHEET NO.
R -342/B
X -422
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SHEET 46 OF 71
1200 °
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150 CY
AIL "W"
— SPECIAL CUT DITCH
SEE DETAIL "T"
CL I RIP R,
EST 26 TO
EST 56 Sy GFn
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BERM GUTTER
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EST
00
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00
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. 15" RC
i
i
i
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i
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i
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qh
PROJECT REFERENCE NO.
R -342/B
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/6
HYDRAULICS
ENGINEER
INCOMPLETE
]CLANS
DO NOT USE FOP,
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 47 OF 71
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
0'
00'
$ DATE$
$(USERNAME)$
$FILEL$
N
GRAPHC SCALE

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Lu
T,
03
PROJECT REFERENCE NO. SHEET NO.
R -342/B 16
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLE
IE
PLANS
DO NOT T791E FOR
% W
ACQUISITION
PRELIMINARY
PLAINS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 48 OF 71
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
LIS111AI IMPACTS IN SURFACE WATER
DENOTES FILL IN
\�\\"'K WETLAND
DENOTES MECHANIZED
CLEARING
E E DENOTES EXCAVATION
IN WETLAND
00'
$DATE$
$(USERNAME)$
$FILEL$
N
GRAPHC SCALE

\
N
co
l
0
/
0
200
2
0
2,10
2650
250
300
3
0
3,10
3650
380
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -342/B
X -305
4
0
4,110
440
PERMIT DRAWING
SHEET 49 OF 71
,�60
______________ ________________
-------------------
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l f o°oo
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0
3
0
3
0
310
3
0
3
0
4
0
4
0
440

\
N
00
4
0
4
0
400
380
3650
3,10
3
0
300
280
2630
2,10
2
0
200
0 10
PROJ. REFERENCE NO.
SHEET NO.
R —3421 B
X —316
/
0
/
0
PERMIT DRAWING
SHEET 50 OF 71
,�60
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2.0 N 4,0
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26
340
---------------------
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--------
--------------------
------------------------
60"
RCP
So =
1.5%
4
0
4
0
4
0
3
0
3
0
310
3
0
40
2
0
2
0
2,10
2
0
2
0
/
0
/
0

\
N
00
0 10 PROJ. REFERENCE NO. SHEET NO.
R -3421 B X -3/5
/ 0 / 0 / 0
w
/
W
Q�
L
LU LU 0
N O
24.0 I °�
050 /
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SHEET 51 OF 71
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So = 1.5% .304+ 0.00
l0 /0 /0 80 6p 4 0 0 4p 6p 8 /0 /0 /0

03
l
0
/
0
200
2
0
2,10
2650
250
300
3
0
3,10
3650
380
0 10
PROJ. REFERENCE NO.
SHEET NO.
R -342/B
X -3/7
4
0
4,110
440
PERMIT DRAWING
SHEET 52 OF 71
'Yo
L
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340
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OR
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40
°
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---
°
60"
RCP
l
0
/
0
2
0
40
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2
0
40
3
0
3
0
310
3
0
3
0
4
0
4
0
440

m
\
N
00
0 10
PROJ. REFERENCE NO.
SHEET NO.
-342/B
X -427
MENEMR
l0
/0
/0
6
0
0 k�
4
/0
/0
/0
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32.0 210
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4
SHEET 53 OF 71
° _
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DETAIL AB
BERM BASE DITCH
( Not to Scale) b
I
Natural
�\
roun
2,y D
d
RDWY
B GEOTEXTILE�%
Min. D =
1.0 Ft.
B =
3.0 Ft.
Max. d = 1.0 Ft.
b =
10 Ft.
Type
of Liner = CLASS "B" RIP RAP
DETAILAL = X
FALSE SUMP
( Not to Scale)
o -
Outside Ditch
Traffic Flow
20:)
�2.0i _
Zoe
:—S-:—
j`
7etc.
S = Ditch Slope
Propos
STA. 346+50 -L- (RT)
STA. 349+50 -L- (RT)
DETAIL Al
TOE PROTECTION
I Not to Scale)
°,�e�
Natural tiN SN°Qe
Ground b-{
d
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "I" Rip -Rap
Q �h
so
STA. 344 + 25 to 346 + 50 -L- (RT.) , �JQ
IPZT 77 Tn►.Ic. 170 cv �GGG nTVTII G. onn ry mmm FROM STA. 350+68 -L- TO STA. 354+65 -L- RT.(Est.Qty. 130 Tons; 267 SY GEOTEXTILE)
$DATE$
$(USERNAME)$
$FILEL$
PROJECT REFERENCE NO.
R -5421 B
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/9
HYDRAULICS
ENGINEER
INCOMP LE
IE
PLANS
DO NOT USE FOP,
% W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
BASIN # LOCATION (AT OUTLET) CULVERT /
1 322+50 -L- RT WO — / NATURAL /
2 347+26 -L- LT — _ GROUND
z„ D �' 50' 0' 50' 150' 200'
AGEOCTEXTILECTION E GRAPHIC SCALE
S
STA. 347+26 -L- RT
(EST 15 TONS CLASS I RIP RAP; 27 SY GEOTEXTILE; 23 CY DDE)
7/08
DENOTES FILL IN
\F\\'�
WETLAND
DENOTES MECHANIZED
CLEARING
N

SHEET NO.
/9
T,
03
V)
Z
_O
_N
LU
DETAIL AB
BERM BASE DITCH
( Not to Scale)
fiural T
oun � 2,y 1 D
GEOTEXTILE�%
net — n — i n r+
RDWY
DETAILAL =
X
FALSE SUMP
( Not to Scale)
o
—
Outside Ditch
Traffic Flow
Zoe 2oa
j`
ci
S
DETAIL Al
TOE PROTECTION
( Not to Scale)
°,�e�
Natural ti1N S\°Qe
Ground b
PROJECT REFERENCE NO.
R -342/B
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMP1LE lE PLANS
$DATE$ STA. 347+26 —L— RT DENOTES FILL IN DENOTES MECHANIZED
$DAERNAME)$ (EST 15 TONS CLASS I RIP RAP; 27 SY GEOTEXTILE; 23 CY DDE) WETLAND CLEARING
$FILEL$

\
N
co
W
Q
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LU ag: J
Q V) W
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4
0
4
0
400
380
3650
3,10
3
0
300
280
2630
2,10
2
0
200
OlO
u
■ . ■TT
PROD. REFERENCE NO.
SHEET NO.
R-342/B
X-377
/
0
/
0
PERMIT DRAWING
SHEET 56 OF 71
400
QQ
,370
Z
0
o
--
v
400
WL.B
3-90
1
SITE
'380
12
370
-360
----------
----
---------------
4
0
4
0
4
0
3
0
3
0
3
0
3
0
3
0
2
0
2
0
2
0
2
0
2
0
140
/
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00
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w
w
/
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L
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l0
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/0
80
60
40
120
120
40
60
8
/0
OlO
u
■ . ■TT
PROD. REFERENCE NO.
SHEET NO.
R-342/B
X-376
/0
/0
PERMIT DRAWING
SHEET 57 OF 71
24.0
N
del
8:1—j��
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24.0
400
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SITE
12
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------
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0
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6p
8
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/0
/0

N
z
O
LU
91
03
0
�� �xo�0
DETAIL AF
LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground ?'7 D I"/Ft. Slope
d
GEOTEXTILE B Min. D=2.0 Ft.
Max. d = 1.7 Ft.
*When B is < 6.0' 13=3.0 Ft.
Type of Liner= Class "B" Rip —Rap b-5.0 Ft.
STA. 40 + 50 TO 43 + 70.78-SRI- (LT)
(EST 162 TONS; 360 SY GEOTEXTILE; 3,750 CY DDE)
DETAIL AG
PIPE OUTLET CHANNEL
( Not to Scale)
Natural ` N� ��0 Natural
Ground
sT'Nc agNk Tif d
��\SS
Len th = 18 Ft. CHANNEL BED
g (Variable)
d = 2.0 Ft.
Est. = 24 Tons of Class 1 Rip -Rap
STA. 42 + 60.29 -SRI- (LT)
DETAIL AK
SPECIAL CUT DITCH
(Not to Scale)
Front
Ditch
Natural J�0 1
\ Ground 4d�
% D �p �`� Slope
J
2G1 1
1 Geotextile Min. D=1.0 Ft.
Type of Liner= Class B Rip —Rap Max. d=1.0 Ft.
, 1
FS II STA. 11 + 00 TO 10 + 32.14 -Y4- (LT)
TYPE 'A' I (EST 22 TONS; EST 49 SY GEOTEXTILE)
2G1 11
I
I
FS II
I
I
\ I
� I
I
� I
C
4'C �
2G1 \�
\� TYPE 'A' FS
C DO
w
i
0
Q 7
(6
o-OL $DATE$
_� $(USERNAME)$
Ni o $FILEL$
�m L
—SR 1— PC 39 +36.02
-�cA/ GAF ao 30 R
DETAIL AH
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground T �•� Ground
d
Geotextile B Min. D=1.0 Ft.
Max. d =1.0 Ft.
*When B is < 6.0' B = 4.0 Ft.
Type of Liner= Class "B" Rip —Rap
STA. 12 + 58.46 -Y4- (RT)
DDE=12 CY
(EST CLASS B 12 TONS; EST 9 SY GEOTEXTILE)
DETAIL AL a
FALSE SUMP
( Not to Scale)
or
Outside Ditch �2 0'�
Traffic Flow 101 201
GI
$ — etc.
S = Ditch Slope Proposed Ditch
STA. 35+50 -SRI- (RT)
STA. 38 + 00 -SRI- (RT)
STA.40+12.29 -SRI- (RT)
—SR I— POC 43 +25000
—Y4— POT 9 +75.26
LATERIAL
BASE DITCH
(SEE DETAIL "AF")
TYPE 'A' 4W mF�
2GI
FS
5'xl0'-----------
CLASS 'B' RIP
RAP PAD
EST. 6 TONS
GEOTEXTILE
EST. 6 SY
SITE
—Y4— PT 13+95.71
—Y4— POT 14+00,00
END CONSTRUCTION
CD
O,
CD
T FPILLS RD
/SRII41 BLEB g/
z ST
O CD
Z
STANDARD BASE DITCH
SEE DETAIL "AH"
'A
U —Y4— PC 14+89.01
:Rr
TS
SI
TS
/
TS
" 3 /
i
/C
/
/
/
C CUT DITCH
(SEE DETAIL "AJ")
TOE PROTECTION
(SEE DETAIL "Al-)
DETAIL Al
TOE PROTECTION
( Not to Scale)
F�Oet
Natural ,L �0`\S�oQe
Ground b
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "I" Rip -Rap
FROM STA. 11 + 50 -L- TO STA. 13 + 22 -Y4- LT.
(Est.Qty. 50 Tons; EST 53 SY GEOTEXTILE)
DETAIL AN "`
FALSE SUMP ono
( Not to Scale) o�
Outside Ditch
Traffic Flow
--
GI
S — etc.
S=Ditch Slope Proposed Ditch
STA. 35 + 50 -SRI- (LT)
STA. 40+12.29 -SRI- (LT)
DETAIL AJ
( Not to Scale)
Front
of Ditch
Natural N �e< Slope
Ground ?.•y D
Min. D=1.0 Ft.
STA. 44 + 00 TO 48 + 00 -SRI- (RT)
STA. 12 + 00 TO 12 + 50 -Y4- (LT)
z
F\
/F
(F
2
is
" , 1
1
5
CL I d"P P
SEE. TAIL
SC
S
SPECIAL
CUT DITCH
(SEE DETAIL "AK")
—Y4— FCC 11 +43.23
/
/
/
/
/
/
/
/
—Y4— PC 10+0500/
- CUT DITCH
(SEE DETAIL "AJ")
/0
PROJECT REFERENCE NO.
R -342/B
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2/
HYDRAULICS
ENGINEER
INCOMPILs]E
IE
PLANS
NS
DO NOT USE FOP,
/ W
ACQUISITION
�
PRELIMINARY
L I� IN
PR®
RCONSTRUCTIONifPLANS
NOT USE ®
PERMIT DRAWING
SHEET 58 OF 71
—SR I— POT 49+00.00
50' 0' S0' 150' 200'
GRAPHIC SCALE
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER

91
03
e.
w
CL /
Q (6
$DATE$
=� $(USERNAME)$
N/ o $FILEL$
ae
DETAIL AF
LATERAL BASE DITCH
( Not to Scale)
ral Fill
Groun ?'7 D �'� 1'%Ft. Slope
OTEXTIL g
Min. D=2.0 Ft.
Max. d = 1.7 Ft.
* B is < B = 3.0 Ft.
lass "B" Rip -Rap b-5.0 Ft.
50 TO 43 + 70.78-SRI- (LT)
60 SY GEOTEXTILE; 3,750 CY DDE)
\ 31,0
18 0 317 0
314.
313,E
310.0 1` 312.0
`C 305.0
Ie
02�e e'Je Beef ee
eele6\\\e e \\
m
l � a•ze��alez �
F A LS RD
L ITT I
SR 1141 B 20'gs /
DETAIL AG
PIPE OUTLET CHANNEL
( Not to Scale)
Natural \ N� ��0 Natural
noun fr, �N�. to / _Ground
sTjNG agNk Tif �� ry, P d
S
Len th = 18 Ft. CHANNEL BED
g (Variable)
d = 2.0 Ft.
Est. = 24 Tons of Class 1 Rip -Rap
STA. 42 + 6 0.2 9 -SRI- (LT)
DETAIL AK
SPECIAL CUT DITCH
(Not to Scale)
1 Front
Ditch
Natural 4" 1 p
Ground 4d��
% D \p Slope
Geotextile Min. D=1.0 Ft.
Type of Liner= Class B Rip —Rap Max. d=1.0 Ft.
— STA. 11 + 00 TO 10 + 32.14 -Y4- (LT)
BEST 22 TONS; EST 49 SY GEOTEXTILE)
301.0
DETAIL AH
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground TD �A Ground
d
Geotextile g Min. D=1.0 Ft.
Max. d =1.0 Ft.
*When B is < 6.0' B = 4.0 Ft.
Type of Liner= Class "B" Rip —Rap
STA. 12 + 58.46 -Y4- (RT)
DDE=12 CY
(EST CLASS B 12 TONS; EST 9 SY GEOTEXTILE)
DETAIL AL a
FALSE SUMP
( Not to Scale)
O
Outside Ditch �2 0'
Traffic Flow 101 20:1
GI
$ — etc.
S = Ditch Slope Proposed Ditch
S
STA. 35+50 -SRI- (RT)
STA. 38 + 00 -SRI- (RT)
STA.40+12.29 -SRI- (RT)
eta
m/
TOE PROTECTION
(SEE DETAIL -Al-)
N
CUT DITCH
(SEE DETAIL "AJ")
DETAIL Al
TOE PROTECTION
( Not to Scale)
FNo�et
Natural ,L �0`\S\oQe
Ground b
d = 1.5 Ft.
b= 3.0 Ft. Geotextile
Type of Liner= CLASS "I" Rip -Rap
ROM STA. 11 + 50 -L- TO STA. 13 + 22 -Y4- LT.
(Est.Qty. 50 Tons; EST 53 SY GEOTEXTILE)
DETAIL AN
Outside Ditch /
Traffic Flow
--5—
S=Ditch Slope
etc.
Proposed Ditch
STA. 35 + 50 -SRI- (LT)
STA. 40 + 12.29 -S
tia
DETAIL AJ
....... ......
Front
of Ditch
Natural p 1 �e< Slope
Ground ?.•y D
Min. D =1.0 Ft.
STA. 44 + 00 TO 48 + 00 -SRI- (RT)
STA. 12 + 00 TO 12 + 50 -Y4- (LT)
.g
�0'LSZ �g2
0 /
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0
/ myL 0
2
/ DEL
3T DITCH
EE DETAIL "AK")
—Y4 — FCC // +43.23
—Y4 — FC /0 +05.0/
�F
- CUT DITCH
(SEE DETAIL "AJ")
/0
C
—SR l — FT 46 +96.79
PROJECT REFERENCE NO.
R —3421 B
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2/
HYDRAULICS
ENGINEER
INCOMPI[ E
E
PLANS
DO NOT TT9F, FOR
// W
ACQUISITION
PRELIMINARY
]�][sI®NS
® NOT USE O
S�
PERMIT DRAWING
SHEET 59 OF 71
50' 0' 50' 150' 200'
GRAPHIC SCALE
DENOTES IMPACTS IN DENOTES TEMPORARY
SURFACE WATER IMPACTS IN SURFACE WATER

SHEET NO.
to
Z
O
Lu
ce
03
SITE
EIVLAI? GE2kI.E3 T
940O
29300
2c)2
27
271°O
0,
25'
PROJECT REFERENCE NO.
R —3421 B
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
DO NOT USE FOP,
% W
ACQUISI`Il"ION
PRELIMINARY
PLANS
DO NOT USE 1FO
CONSTRUCTION
PERMIT DRAWING
SHEET 61 OF 71
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$(USERNAME)$4$FILEL$ SURFACE WATER IMPACTS IN SURFACE WATER
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ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOMPLE
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PLAINS
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PERMIT DRAWING
SHEET 64 OF 71
III
GRAPHIC SCALE
DENOTES
IMPACTS
9v
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MULKEY
ENGINEERS & CONSULTANTS
PO BOX 331 27
RALEIGH, N.C. 27636
[phone]
(919) 651-191a (FAX)
WWW.MULKEYINC.COM
1005 CARTLEDGEA
302.0
PROJECT REFERENCE NO. SHEET NO.
R —3421 B 23
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
INCOlyllPLE
IE
PLANS
DO NOT U91E FOR
% W
ACQUISITION
PRELIMINARY
PLANS
NS
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CONSTRUCTION
5 0' 0' 5 0' 15 0' 2 0 0'
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER GRAPHIC SCALE

\
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PROJ. REFERENCE NO.
SHEET NO.
R —342/B
X —429
l0
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80
69
49
20
20
4
/0
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PERMIT DRAWING
SHEET 70 OF 71
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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
147+09 / 150+26 -L-
PROP 30" RCP
0.23
0.01
< 0.01
< 0.01
33
10
2
42+28 / 43+89 -SR1-
PROP 78" RCP
0.03
< 0.01
201
20
2A
12+29 / 13+29 -Y4-
PROP 66" RCP
< 0.01
36
3
165+85 / 167+99 -L-
PROP PIPE SYSTEM
0.03
0.05
< 0.01
578
21
4
177+50 / 179+71 -L-
PROP 48" RCP
0.06
< 0.01
0.05
< 0.01
397
22
5
215+90 / 217+35 -L-
PROP 72" RCP
0.08
< 0.01
669
23
6
218+57 / 219+34 -L-
ROADWAY FILL
0.09
< 0.01
7
228+51 / 231+25 -L-
PROP 72" RCP
0.07
< 0.01
610
34
8
233+83 / 238+88 -L-
PROP 3@9'X9' RCBC
0.22
0.05
703
161
9
22+48 / 23+27 -Y5-
PROP 42" RCP
0.10
0.02
10
299+77 / 310+33 -L-
PROP PIPE SYSTEM
0.75
0.03
0.09
0.02
< 0.01
339
11
11
39+08 / 39+23 -Y5-
PROP 60" RCP
< 0.01
< 0.01
81
21
12
350+69 / 355+83 -L-
ROADWAY FILL
1 2.24
1
1
1 0.14
TOTALS:
1 3.50
1
1 0.03
1 0.27
1
1 0.53
1 0.07
1 3611
1 359
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

c
E
L
T
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K
N
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,/
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2019 =
11,850
ADT 2040 =
21,900
K =
10 %
D =
60 %
T =
26 %
V =
70 MPH
* 17% TTST +
9% DUAL
FUNC CLASS=
INTERSTATE
STATEWIDE
TIER
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
RICHMOND COUNTY
LOCATION. I-73174 FROM 0.3 MILES SOUTH OF SR 1140 (OLD
CHARLOTTE HIGHWAY) TO 0.2 MILES SOUTHWEST
OF SR 1304 (HARRINGTON ROAD)
3'rATR
STAIR PROlRCT RRPBRRNCB NQ
BIdRS
N0.
�YYrAI.T8
31@9
R-3421 B
1
5
RA4 N0.
F.A. DROI. NQ
DRSCRDTION
34542.1.FR3
NHF-0220 76
P.E.
34542.2.3
NHF-0220 43
R /W & UTIL.
34542.3.7
NHF-0220 43
CONST.
TYPE OF WORK: GRADING, PAVING, DRAINAGE, CULVERTS & STRUCTURES
SU .CE
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-3421B = 4.270 MILES
LENGTH STRUCTURES TIP PROJECT R-3421B = 0.029 MILES
TOTAL LENGTH TIP PROJECT R-3421B = 4.299 MILES
Prepared in the Office of.
4 CALYX
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE: JOHNNY BANKS
SEPTEMBER 23, 2009 PROJECT MANAGER
LETTING DATE: STEPHEN C. BROWDE, PE
OCTOBER 2019 PROJECT DESIGN ENGINEER
NCDOT CONTACT: GREGORY S. DAVIS, PE
HYDRAULICS ENGINEER
P.E.
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
�+sue: �■■Ir�i ��.�\
TOTO E�
NOTE:
THIS PROJECT IS A CONTROLLED ACCESS PROJECT
WITH ACCESS LIMITED TO THE INTERCHANGE.

D' PROJECT REFERENCE NO. SHEET NO.
D,
R-342/B 16
ro
RW SHEET NO.
WETLAND AND SURFACE WATER UTILITY IMPACTS ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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DETAIL AE DETAIL AD DETAILAL o s
PIPE OUTLET CHANNEL SPECIAL CUT DITCH FALSE SUMP
( Not to Scale) ( Not to Scala) (Nor +0 5<al.)
Front+��a Han
N x�enr Man �LO
'�cad'f n ,fit. Natural A\ {{0'� Slope a or 2� 20;1
Oa d _5crcuna D �� c� NC
- - .+<. N,4 p GR/p
Min. D = 1.0 Ft. s = ol+on sac. f rr.00.sa olr=n 8`�9S
Length = _ -4�__ � D = 2•�� _ Sta. 10+00 to 73+50 -V5-
STA. 13+56.65 -YS- (LT)
Est 4 __ �__ Tons off Class A_ RlpRap
STA. 22+77.50 -YS- (RT)
WETLAND AND SURFACE WATER UTILITY IMPACTS
\ \ SHEET 3 OF 5
J11W v
DENOTES HAND
CLEARING
PROJECT REFERENCE NO.
SHEET NO.
R-3421B
22
R1W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS E WATER IMPACTS
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)
9
22+48/22+79 -Y5-
0.04
10
299+40/301+03 -L-
0.44
TOTALS:
0.48
0
0 T
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb