20170239 Ver 2_401 Application_20180504

Action History (UTC-05:00) Eastern Time (US & Canada)
�brrrit by Anonymous User 5/4/2018 5:00:03 PM (Message Start Event)
Accept by Carpenter,Kristi 5/4/2018 5:00:48 PM (DOT project)
. The task was assigned to Carpenter,Kristi. The due date is: May 9, 2018 5:00 PM 5/4/2018 5:00 PM

Water Resources
ENVIRONMENTAL �UPLITV
Staff Review
ID#* Version* 2
20170239
Is this project a public transportation project? * �' Yes
�' No
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? *
l'
Yes
r•
No

Project Submittal Dated 5/4/2018
*
Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all
mandatory questions are ans�red.
Project Type:* �' New Project
C' Pre-Application Submittal
C' More Information Response
r Other Agency Comments
l' For the Record Only (Courtesy Copy)
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 e�ectation 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 ebsting project.
Project Contact Information
Name: Kristi Lynn Carpenter for Carla Dagnino
Who is subrritting the irrforrration?
Email Address:* [e-mail]
Project Information
Project Name:* Mebane Bypass (U-3109A&B)
Is this a public transportation project? *
C•' Yes
C' No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
C' Ye�" No �' Unknown
TI P#: WBS#:
U-3109A&B 34900.1.2
(Applies to DOT projects only)
County (ies) *
Alamance
Please upload all files that need to be submited.
C7ick the upload button or drag and drop files here to attach docurrent
U-3109B Phased IP and U-3109A Mod Alamance
18.99MB
May 4 2018.pdf
Only pdf or krre files are accepted.
Describe the attachments:
Attached is the IP sent via email to be processed. Using supplemental form to place in reviewer's inbox and
start the automated processes. This will be a modification of 20170239.
* rJ By checking the box and signing box below, I certify that:

o I have given true, accurate, and complete information on this form;
o 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 AcY')
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions AcY');
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:
f� �/tr �jR'N [}R��f-r�9711°�
Submittal Date:

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN:
May 4, 2018
Mr. David Bailey
NCDOT Division 7 Project Coordinator
7AMES H. TROGDON, III
SECRETARY
SUBJECT: Application for Modification to Phased Permit Application for
Section 404 Individual Permit and Section 401 Water Quality
Certification far the proposed relocation of NC 119 from
Interstate 40/85 to north of SR 1918 (Mrs. While Lane) in Mebane
(Mebane Bypass), Alamance County, North Carolina, Division 7.
Federal Aid Project No. STP-119 (1), TIP No. U-3109 A&B.
REFERENCES
Dear Sir:
Debit $570.00 from WBS 34900.1.2
U.S. Army Corps of Engineers Section 404 Individual Permit,
Action ID No. SAW-2002-20667, dated June 27, 2017.
N.C. Division of Water Resources, Section 401 Water Quality
Certification, NCDWR Project No. 20170239, dated March 24,
2017.
The purpose of this letter is to request a modification to the United Stated Army Corps of
Engineers (USACE) Section 404 Individual Permit and North Carolina Division of Water
Resources Section 401 Certification for the above-referenced project.
The original 2017 permit application (submitted February 27, 2017) presented final
impacts for U-3109A (3.3 miles, from near the Interstate 85/40 [I-85/I-40] interchange to
north of SR 1921/SR 1996 [Mebane Rogers Road/East Stagecoach Road]). This
modification presents the final design impacts for U-3109B (1.5 miles, from north of
Mebane Rogers Road/ East Stagecoach Road to north of SR 1918 [Mrs. White Lane]). In
addition to the final design impacts for Section B, this letter also requests modification to
Section A, where changes to the design have increased wetland impacts at Site 19.
MailingAddvess: Telephone: [phone] Location:
NC DBPARTMENT OF TRANSPORTAT[ON FqX: �9� 9� Z� 2-S%HS � OZO BIRCH RIDGE DRNE
ENVIRONMENTAL ANALYSIS UNTT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
Rni.Ei�H NC 27699-1598 Website: www.ncdot.gov

Please see the enclosed ENG form; DMS mitigation acceptance letter far Section B;
South Buffalo Creek Mitigation Site debit ledger insert for wetland impacts to Section A;
Concurrence Points 4B and 4C meeting minutes for Section B; Cates Farm on-site
mitigation meeting minutes for Section B; Revised permit drawings for Sites 18, 19, and
20 within Section A; stormwater management plan and permit drawings for Section B;
and roadway plans for Section B.
PROJECT SCHEDULE
This project is being permitted in two phases, Sections A and B. Section A let on May
16, 2017 and is currently under construction. Section B currently has a let date of July 17,
2018 and a let review date of May 29, 2018.
NEPA DOCUMENT STATUS
A Draft Environmental Impact Statement (DEIS) and Draft Section 4(F) Evaluation were
completed far this project in August 2007. Subsequently, a FEIS and Final Section 4(F)
Evaluation were completed in June 2009. The Record of Decision (ROD) was completed
in December 2009. A FEIS re-evaluation was completed in July 2013. A Right-of-Way
(ROW) Consultation for the entire project was completed in October 2014. A
Construction Consultation for U-3109A/ROW Consultation for U-3109B was completed
in July 2017. A Construction Consultation for U-3109B is currently in progress.
Additional copies are available upon request.
In compliance with the NEPA/404 Merger Process, Concurrence Points (CP) 3 and 4A
were reached on June 19, 2008. Alternative 9(the Preferred Alternative) was selected as
the Least Environmentally Damaging Practicable Alternative (LEDPA) at CP 3. CP 4B
was reached for Section A on July 25, 2013 and CP 4C was reached on May 14, 2015.
CP 4B was reached for Section B on October 19, 2017 and CP 4C was reached on
February 15, 2018.
IMPACTS TO WATERS OF THE U.S.
Summary of Impacts
Summary of U-3109 Surface Water and Wetland Impacts
The original iinal impacts for Section A included 4,759 linear feet of permanent stream
impacts; 167 linear feet of bank stabilization; 461 linear feet of temporary stream
impacts; 0.32 acres of open water impacts; 0.27 acres of permanent wetland impacts;
0.02 acres of wetland excavation; and 0.09 acres of inechanized clearing. Current
changes to Site 19 have resulted in the addition of 0.01 acre of permanent wetland
impacts. The revised total wetland impacts for Section A are now 0.39 acre.
Preliminary design impacts for Section B of the project from the 2017 Permit Application
were 1,306 linear feet of permanent stream impacts and 0.51 acres of permanent wetland
impacts. Final design impacts are now 562 linear feet of permanent stream impacts (27
linear feet of which do not constitute a loss of waters); 85 linear feet of bank
stabilization; 90 linear feet of temporary stream impacts; 0.23 acres of permanent wetland
U-3109 Phased Individual Permit Modification Application
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impacts; 0.01 acres of excavation; and 0.03 acres of inechanized clearing. The reduction
of impacts from preliminary to final design was primarily due to a refinement of the
roadway and stormwater design. This resulted in the elimination of preliminary design
Sites 7— 9 from the permit drawings. The proposed roadway for Section B was also
reduced from a four-lane roadway to a two lane-roadway. Additionally, the design was
modified on Y21REV (North First Street) so that the intersection with the L-line was
moved and impacts to preliminary design Sites 10 and 11 were eliminated from the
proj ect.
Please see Tables 1 and 2 for a breakdown of surface water and wetland impacts, by type,
for the entire project. Please also see Jurisdictional Impacts by Section below for an
explanation of the revisions to Section A and a site-by-site breakdown of the impacts for
Section B.
Table 1. Summary of Surface Water Impacts for U-3109
Section Design Stream Impact Impact Length
Sta e T e (lin. ft.)
Permanent Fill 4,759
U-3109A Final Bank Stabilization 167
Tempora Fill 461
Permanent Fill 562
U-3109B Final Bank Stabilization 85
Tem ora Fill 90
TOTALi 5,573 Permanent
551 Tempora
1 In addition to the impacts listed in the table, 0.32 acre of permanent open water impacts
also occur in Secrion A.
Table 2. Summary of Wetland Impacts for U-3109
Section Design Stage Wetland Impact Type Acreage (ac.)
Permanent Fill 0.28
U-3109A Final Excavation 0.02
Mechanized Clearing 0.09
Permanent Fill 0.23
U-3109B Final Excavation 0.01
Mechanized Clearing 0.03
TOTAL 0.66
Utilit.�pacts
U-3109 Phased Individual Permit Modification Application
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No utility impacts to jurisdictional features will occur in either Section A or Section B of
the project.
Buffer Impacts
U-3109 (Sections A and B) reached CPs 3(LEDPA) and 4A (Avoidance and
Minimization) on June 19, 2008, which is prior to the effective date of the Jordan Lake
Riparian Buffer Rules, which were initially enacted on August 11, 2009. Therefore, the
project footprint presented at the time of CP 4A is considered exempt from the Jordan
Lake Riparian Buffer Rules.
Jurisdictional Impacts by Section
U-3109A
Design modifications to Site 19 within the A Section will result in the addition of 0.01
acre of permanent iill to the wetland WA. There will also be slight culvert alignment
changes to changes to sites 18 and 20. These changes will not involve any additional
impacts at tbose sites. Table 4 details how these additional impacts have altered the final
impacts for Section A.
Table 3. U-3109A Revised Final Stream Impacts (Remain the same as original)
Impacts Requiring
Impacts Impacts Requiring 1:1
USACE mitigation (lin.
(lin. ft.) ft.� DWR mitigation (lin. ft.)
Total Temporary Fill 461 0 0
Impacts
Total Permanent Fill 4,759 4,506 3,523
Impacts
Total Bank Stabilization 167 0 167
Impacts
Table 4. U-3109A Revised Final Wetland Impacts (Bold indicates the revision)
Permanent Impacts (ac.) Impacts Requiring
USACE miti ation (ac.)
Total Permanent Fill 0.28 0.28
Total Excavation 0.02 0.02
Total Mechanized Clearing 0.09 0.09
TOTAL IMPACTS 0.39 0.391
1 Wetland WA (0.04 acres of permanent fill and 0.01 acres of inechanized clearing) has a 1:1 mitigation ratio. All other wetlands
have a 2:1 mitigation ratio.
U-3109 Phased Individual Permit Modification Application
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U-3109B
Tables 5 and 6 provide site-by-site impacts to streams and wetlands within Section B of
the project. These impacts are based on final design. The proposed impacts for this
section are 562 linear feet of permanent stream impacts (27 linear feet of which do not
constitute a loss of waters); 85 linear feet of bank stabilization; and 90 linear feet of
temporary stream impacts.
Table 5. U-3109B Final Stream Impacts
Impacts Impacts
Permit Requiring USACE Requiring 1:1
Stream Stream ID Impacts
Site i Int./Per. Impact Type USACE Mitigation DWR
No. Name (FEIS ID) (lin. ft.) mitigation Ratio mitigation
(lin. ft.) (lin. ft.)
UT of Perm. Fill 120 120 2:1 0
Mill Perm. Fill — No 3
1 Creek �UT 4)� Per. Loss of Waters 27 0 0
(Forest Bank Stabil. 51 0 0
Lake) Tem . Fi11 50 0 0
2 Mill Mill Creek Per. Bank Stabil. 12 0 0
Creek Tem . Fill 10 0 0
UT of Perm. Fill 288 288 2:1 0
3 Mill SB (UT16) Int. Bank Stabil. 22 0 0
Creek Temp. Fill 20 0 0
UT of Perm. Fill 127 04 04 0
4 Mill SC (UT17) Int. Temp. Fill 10 0 0
Creek
TOTAL PERMANENT FILL IMPACTS 562 408 0
TOTAL BANK STABILIZATION IMPACTS 85 0 0
TOTAL TEMPORARY FILL IMPACTS 90 0 0
1 Stream IDs are from the October 2016 JD re-verification. Corresponding Stream IDs that were used in the FEIS are in parentheses,
where applicable.
� Stream SA is also Stream SU in Section A.
3 Per USACE, these impacts do not constitute a loss of waters and, therefore, will not require mitigation.
4 Per USACE, Stream SC does not require mitigation.
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Table 6. U-3109B Final Wetland Impacts
Impacts
Permit �,etland ID1 �'etland Im act T e Permanent Requiring
Site No. Type� P Yp Impacts (ac.)3 USACE
miti ation (ac.)
Perm. Fill <0.01 <0.01
5 WA FP Excavation <0.01 <0.01
Mechanized <0.01 <0.01
Clearin
Perm. Fill 0.06 0.06
6 WB NTFM Excavation <0.01 <0.01
Mechanized 0.01 0.01
Clearing
Perm. Fill 0.17 0.17
7 WC NTFM Excavation <0.01 <0.01
Mechanized 0.02 0.02
Clearin
TOTAL IMPACTS 0.27 0.27
i Wetland IDs are from the October 2016 JD re-verification. No wetlands were idenrified in the FEIS in the B Secrion of the
proj ect.
� FP — Floodplain Pool; NTFM — Non-Tidal Freshwater Marsh. All wetlands are Riparian.
3 Rounded totals are sum of actual impacts.
Permit Site 1: The installation of a 12-foot by 6-foot single barrel Reinforced Concrete
Box Culvert (RCBC) under the L-line will result in 120 linear feet of permanent impacts;
51 linear feet of bank stabilization impacts; and 50 linear feet of temporary stream
impacts to Stream SA. Additionally, there will be 27 linear feet of permanent impacts
separate from the above-listed 120 linear feet due to the placement of riprap along the
streambed downstream of the RCBC. This 27 linear feet is considered a permanent
impact, but the riprap is keyed into the streambed and does not constitute a loss of
waters; therefore, no mitigation will be required for this length of impact.
Permit Site 2: The installation of two Hazardous Spill Basins (HSB) and their associated
drainage systems along the L-line will result in 12 linear feet of bank stabilization
impacts and lO linear feet of temporary stream impacts to Mill Creek.
Permit Site 3: The installation of a 42-inch Reinforced Concrete Pipe (RCP) under the L-
line will result in 288 linear feet of permanent impacts; 22 linear feet of bank
stabilization impacts; and 20 linear feet of temporary stream impacts to Stream SB.
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Permit Site 4: The installation of a 30-inch RCP under the L-line will result in 127 linear
feet of permanent stream impact and 10 linear feet of temporary stream impact to Stream
SC.
Permit Site S: The installation of the same 30-inch RCP as Site 4 will result in <0.01
acres of permanent wetland impacts; <0.01 acres of excavation; and <0.01 acres of
mechanized clearing to Wetland WA.
Permit Site 6: The installation of a 30-inch RCP under the L-line will result in 0.06 acres
of permanent wetland impacts; <0.01 acres of excavation; and 0.01 acres of inechanized
clearing to Wetland WB.
Permit Site 7: The installation of a 36-inch RCP under the L-line and adjacent Y-line
intersection with Y-21 (North First Street) will result in 0.17 acres of permanent wetland
impacts; <0.01 acres of excavation; and 0.02 acres of inechanized clearing to Wetland
WC.
The alignment of this Y-line intersection has shifted north since the original permit
application was submitted, resulting in additional impacts to Wetland WC. The shift in
alignment was due to a request received from the Town of Mebane to move the
alignment to eliminate impacts to a water line. Due to this agreement, NCDOT had to
maximize the movement of the new alignment away from the previous proposed location
to ensure that it would not cause a sight distance issue. Although impacts to Wetland WC
increased due to the alignment revision, preliminary design Sites 10 and 11 were
eliminated from the project. This removed <0.01 acres of permanent wetland impacts and
480 linear feet of permanent stream impacts that were proposed in the preliminary design
from the project.
MITIGATION OPTIONS
The USACE has adopted, through the Council on Environmental Quality (CEQ), a
wetland mitigation policy that embraces the concept of "no net loss of wetlands" and
sequencing. The purpose of this policy is to restore and maintain the chemical, biological,
and physical integrity of the waters of the United States. CEQ has defined mitigation of
wetland and surface water impacts to include: avoiding impacts, minimizing impacts,
rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR
1508.20).
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory
mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures
were taken during the planning phase and minimization measures were incorporated as
part of the project design. Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts.
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Avoidance and Minimization, Section B
Avoidance and minimization has been employed in the project area to the maximum
extent practicable. Listed below are some of the measures implemented on the project as
a whole:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface
Waters will be enforced.
• NCDOT's Best Management Practices for Construction and Maintenance
Activities will also be employed.
• Due to a portion of the project being within the Graham-Mebane Reservoir
watershed crticial area, Design Standards in Sensitive Watersheds will be
employed.
Avoidance and Minimization included in FEIS/CP 4A (Section B only�
Below is an overview of the avoidance and minimization that NCDOT has agreed to for
this project, listed based on the document or meeting that it is attributed to. Any
additional information for an item is listed below the item in italics.
FEIS
• During the development of the preliminary engineering designs for each Detailed
Study Alternative, including the Preferred Alternative (Alternative 9), efforts
were made to avoid and minimize impacts to wetlands and streams wherever
practicable. Where stream crossings were unavoidable, they were located, within
design constraints, as perpendicular as practicable, in order to minimize the length
of stream impacted.
• Jurisdictional impacts would be further minimized by a reduction in side slopes to
2:1 in the areas of wetland impacts. Sensitive placement of drainage structures,
during final design of Preferred Alternative 9, would minimize degradation of
water quality and reduce adverse impacts on aquatic habitat viability in streams
and tributaries. Based on preliminary designs, there are no substantial fill slopes
associated with this project. A determination would be made during final design if
retaining walls should be included in the design. Once surveys of the project area
are available, the preliminary design can be revised to further minimize impacts to
the human and natural environments.
• The tie-in from proposed NC 119 to existing NC 119 south of the Mill Creek
community was designed to end before the Mill Creek crossing for the Detailed
Study Alternatives, including Preferred Alternative 9, in this area.
• A bridge over Mill Creek is an additional minimization component. Bridging
floodplain wetlands along the larger stream systems, such as Mill Creek, would
decrease the degree of potential habitat fragmentation and reduce potential
wildlife mortality due to traffic operations by providing riparian corridors for
wildlife use.
o The bridge will span Mill Creek.
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CP 4A (items that were not listed in the FEIS�
• The Cates Farm on-site stream restoration project will be discussed and evaluated
at CP 4B.
o A ino�e detailed �estoration discussion for the Cates Farm site will occur
below in the Compensatory Mitigation Section.
Avoidance and Minimization, Section B Stormwater Management Plan
After CP 4A, the project was split into its 2 Sections. The information that follows in this
section is for the B Section of the project only.
• Approximately 5,800 linear feet of grass swales have been incorporated in
roadside ditches, where possible, to reduce the velocity and promote the
infiltration of runoff.
• Riprap at pipe outlets, ditches, and streambanks has been incorporated to
minimize erosion on slopes where vegetation will not be adequate.
• Storm drainage discharging directly to wetlands has been designed to meet non-
erosive velocity requirements.
• NCDOT standards for ground cover, vegetation, and slope stabilization will be
adhered to during the life of this project, and will be specified in the NCDOT
Erosion and Sediment Control Plan for the project.
• Five hazardous spill basins are proposed to protect against the accidental release
of hazardous material into receiving jurisdictional waters. Hazardous Spill Basins
will be installed at the following locations:
o—L— 199+50 LT to —L— 206+00 LT
o—L— 198+50 RT to —L— 205+00 RT
o—L— 206+00 LT to —L— 210+00 LT
o—L— 220+50 RT to —L— 228+50 RT
o—L— 232+00 RT to —L— 228+50 RT
o—L— 267+00 LT to —L— 256+50 LT
Compensatory Miti�ation
U-3109A
Compensatory mitigation requirements for permanent stream and wetland impacts
associated with U-3109A are summarized below in Table 7. These impacts occur in HUC
03030002.
Due to a revision to a revision at Site 19, the wetland impacts for Section A have
increased by 0.01 acre. All other stream impacts remain the same as the original permit.
Compensatory mitigation at a 2:1 ratio for 0.33 acre of permanent riparian wetland
impacts resulting from roadway fill (0.23 acre), mechanized clearing (0.08 acre), and
excavation (0.02 acre); and 0.05 acre at a 1:1 ratio resulting from roadway fill (0.05 acre)
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and mechanized clearing (0.01 acre) will be offset by NCDOT by debiting the South
Buffalo Creek Mitigation Site. See the attached debit ledger transaction.
Table 7. U-3109A Revised Compensatory Mitigation Summary (Bold
indicates the revision)
Stream Impacts Riparian Wetland
(lin. ft.) Im acts (ac.)
Impacts Requiring 4,506 0.38
Mitigation
3,888 at 2:1 0.33 at 2:1
Mitigation Ratio
618at1:1 0.06at1:1
Total DMS g,394 ---
Mitigation
Total Debit Ledger _ 0.72
Mitigation
U-3109B
Compensatory mitigation requirements for permanent stream and wetland impacts
associated with U-3109B are summarized below in Table 8. These impacts occur in HUC
03030002.
Six hundred forty-seven linear feet of permanent stream impacts are proposed in the B
Section; of that total, 85 linear feet are bank stabilization impacts, which do not require
mitigation per USACE. Of the remaining 562 linear feet of permanent stream impacts,
408 linear feet require compensatory mitigation at a 2:1 ratio per USACE and 154 linear
feet do not require any mitigation (Sites 1 and 4). Since NCDWR-mandated
compensatory mitigation is not required for any permanent impacts along intermittent
streams or any bank stabilization impacts, and no permanent impacts along perennial
streams equal or exceed 300 linear feet, mitigation for NCDWR is not required for any
stream impacts within the B Section.
The total USACE stream mitigation requirement exceeds the NCDWR stream mitigation
requirement; therefore, NCDOT has requested compensatory mitigation from DMS for
the 408 linear feet of permanent stream impacts at a 2:1 ratio. NCDOT will also request
mitigation from DMS to offset 0.27 acres (2:1 ratio) of permanent riparian wetland
impacts.
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Table 8. U-3109B Revised Compensatory Mitigation Summary
Stream Impacts Riparian Wetland
(lin. ft.) Im acts (ac.)
Impacts Requiring 408 0.27
Mitigation
Mitigation Ratio 2:1 2:1
Total DMS 816 0.54
Mitigation
NCDOT has requested that DMS provide compensatory mitigation for impacts associated
with the B Section at this time. The numbers presented in the attached DMS letter (1,306
linear feet or warm water streams and 0.51 acres of riparian wetlands) are based on the
preliminary design presented in the original permit application. These numbers are larger
than the impacts requiring mitigation in the Section B iinal design. However, NCDOT
has not asked that DMS revise these numbers to match the final design impacts since
other mitigation options, such as debit ledger and/or on-site mitigation, are currently
being pursued. The Cates Farm property is currently being considered as an on-site
mitigation site that would offset impacts in this section. Based on the site visit on
December 5, 2017 (please see attached meeting minutes), there is currently between
1,456-1,746 linear feet of potential stream credit and 0.168 acres of wetland credit
available at this site. However, the mitigation plans were not complete at the time of this
submittal, which is why NCDOT has chosen to submit this application with DMS
covering the mitigable impacts.
Once on-site mitigation plans are finalized for Cates Farm, the potential stream credits at
this site would more than offset stream mitigation required for the B Section and cover a
portion of the wetland mitigation required. At that time, NCDOT would request that the
compensatary mitigation burden be transferred from DMS to the Cates Farm site to cover
the stream mitigation and the portion of the wetland mitigation. Any remaining wetland
mitigation required would either remain with DMS or be covered by debit ledger, if
available.
MORATORIUM
No moratoria are proposed far section of this project.
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FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. As of March 26, 2018, the U.S. Fish and Wildlife Service (USFWS)
lists one federally protected species for Alamance County, Cape Fear shiner (Notropis
mekistocholas). Due to its recent listing, it is not included in any previous NEPA
documentation or the original permit application. Previously, no Threatened or
Endangered species were listed in the county.
This species is listed as Endangered, but as a"range by basin" species, meaning that the
project would have to occur within the range defined by USFWS on their website
(https://ecos.fws. og v/ecp0/profile/speciesProfile?sId=6063 for this species) in order to
require detailed assessment. U-3109 in its entirety is well outside of the defined range of
Cape Fear shiner; therefore, there is no habitat for this species within the project footprint
and a Biological Conclusion of No Effect has been rendered for this species.
Northern lon�-eared bat
The USFWS has developed a programmatic biological opinion (PBO) in conjunction
with FHWA, USACE, and NCDOT for the northern long-eared bat (NLEB) (Myotis
septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program
in Divisions 1-8, including all NCDOT projects and activities. The programmatic
determination for NLEB for the NCDOT program is May Affect, Likely to Adversely
Affect. The PBO provides incidental take coverage for NLEB and will ensure
compliance with Section 7 of the Endangered Species Act for five years for all NCDOT
projects with a federal nexus in Divisions 1-8, which includes Alamance County, where
U-3109 is located. This level of incidental take is authorized from the effective date of a
final listing determination through April 30, 2020.
Bald eagle
Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies
of open water for foraging. Large dominant trees are utilized for nesting sites, typically
within 1.0 mile of open water.
A desktop-GIS assessment of the entire project (Sections A and B), as well as the area
within a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was performed on
January 3, 2017 using the newest-available color aerials of the review area. Water bodies
large enough and/or sufficiently open to be considered potential feeding sources were
identified, including the Graham-Mebane Reservoir and Forest Lake. Since there was
foraging habitat within the review area, a survey of the project study area and the area
within 660 feet of the project limits was conducted on January 24, 2017. No individuals
or nests were identified within the nesting survey area. Additionally, a review of the N.C.
Natural Heritage Program (NCNHP) database on January 3, 2018 revealed no known
occurrences of this species within 1.0 mile of the project study area. Due to the lack of
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habitat, known occurrences, and minimal impact anticipated for this project, it has been
determined that this project will not affect this species.
CULTURAL RESOURCES
Section 4(f1 Resources and Historical Architecture, Section B
There is one resource within the boundaries of the Section B, the Cates Farm, which is
protected under Section 4(� of the Department of Transportation Act. For the preferred
alternative (Alternative 9), the proposed roadway is anticipated to be visible and audible
from the farmhouse. However, it will not require the removal of any structures associated
with the Cates Farm. The Historic Preservation Office (HPO) initially determined that
Alternative 9 will have an "adverse effect" on the property in their concurrence form
dated June 6, 2002, which is included in the FEIS. A subsequent concurrence form, dated
August 21, 2007, confirms the HPO's previous finding and is also included in the FEIS.
A Memorandum of Agreement (MOA) for mitigative measures concerning impacts to the
Cates Farm was signed in October 2009 and was included with the original permit
application. The MOA stipulates that the NCDOT will complete a photo-documentation
record of the Cates Farm and its surroundings and prepare a landscape plan that
incorporates native plants along the top of the roadway slope in a natural appearance and
composition to help to screen the farm from the roadway. The photo-documentation of
the Cates Farm is underway and will be completed prior to construction. The landscape
plan will be prepared in coordination with the property owners and implemented once
construction is completed.
REGULATORY APPROVALS
A request is hereby made to the Department of the Army to modify the existing Section
404 Individual Permit as required for the above-described activities for T.I.P. Project No.
U-3109.
We are also hereby requesting a modification to the Section 401 Water Quality
Certification. In compliance with Section 143-215.3D(e) of the North Carolina
Administrative Code (NCAC), we will provide $570.00 to act as payment for processing
the Section 401 permit. We are providing two copies of this application to the North
Carolina Department of Environmental Quality (NCDEQ), NCDWR, for their review and
approval.
A copy of this permit modification application and its distribution list will be posted on
the NCDOT website under Quick Links > Permit Applications at
https://connect.ncdot.�ov/resources/Environmental/Pa�es/default.aspx. Copies of the
NEPA documents are also available at the above website address under Quick Links >
Environmental Documents. Thank you for your time and assistance with this project.
Please contact Carla Dagnino at either cda ng ino(a�ncdot.gov or (919) 707-6ll0 if you
have any questions or need additional information.
U-3109 Phased Individual Permit Modification Application
Page 13 of 14

Please contact Carla Dagnino at either cda ng ino(�a,ncdot.gov or [phone] if you
have any questions or need additional information.
Sincerely,
�` r Philip S. Harris III, P.E., C.P.M.
T� M. Environmental Analysis Unit Head
Cc:
NCDOT Permit Application Standard Distribution List
U-3109 Phased Individi�al Permit Modification Application
Page 14 of 14

U-3109B
Tables 5 and 6 provide site-by-site impacts to streams and wetlands within Section B of
the project. These impacts are based on final design. The proposed impacts for this
section are 562 linear feet of permanent stream impacts (27 linear feet of which do not
constitute a loss of waters); 85 linear feet of bank stabilization; and 90 linear feet of
temporary stream impacts.
Table 5. U-3109B Final Stream Impacts
Impacts Impacts
Permit Requiring USACE Requiring 1:1
Stream Stream ID Impacts
Site i Int./Per. Impact Type USACE Mitigation DWR
No. Name (FEIS ID) (lin. ft.) mitigation Ratio mitigation
(lin. ft.) (lin. ft.)
UT of Perm. Fill 120 120 2:1 0
Mill Perm. Fill — No 3
1 Creek �UT 4)� Per. Loss of Waters 27 0 0
(Forest Bank Stabil. 51 0 0
Lake) Tem . Fi11 50 0 0
2 Mill Mill Creek Per. Bank Stabil. 12 0 0
Creek Tem . Fill 10 0 0
UT of Perm. Fill 288 288 2:1 0
3 Mill SB (UT16) Int. Bank Stabil. 22 0 0
Creek Temp. Fill 20 0 0
UT of Perm. Fill 127 04 04 0
4 Mill SC (UT17) Int. Temp. Fill 10 0 0
Creek
TOTAL PERMANENT FILL IMPACTS 562 408 0
TOTAL BANK STABILIZATION IMPACTS 85 0 0
TOTAL TEMPORARY FILL IMPACTS 90 0 0
1 Stream IDs are from the October 2016 JD re-verification. Corresponding Stream IDs that were used in the FEIS are in parentheses,
where applicable.
� Stream SA is also Stream SU in Section A.
3 Per USACE, these impacts do not constitute a loss of waters and, therefore, will not require mitigation.
4 Per USACE, Stream SC does not require mitigation.
U-3109 Phased Individual Permit Modification Application
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Table 6. U-3109B Final Wetland Impacts
Impacts
Permit �,etland ID1 �'etland Im act T e Permanent Requiring
Site No. Type� P Yp Impacts (ac.)3 USACE
miti ation (ac.)
Perm. Fill <0.01 <0.01
5 WA FP Excavation <0.01 <0.01
Mechanized <0.01 <0.01
Clearin
Perm. Fill 0.06 0.06
6 WB NTFM Excavation <0.01 <0.01
Mechanized 0.01 0.01
Clearing
Perm. Fill 0.17 0.17
7 WC NTFM Excavation <0.01 <0.01
Mechanized 0.02 0.02
Clearin
TOTAL IMPACTS 0.27 0.27
i Wetland IDs are from the October 2016 JD re-verification. No wetlands were idenrified in the FEIS in the B Secrion of the
proj ect.
� FP — Floodplain Pool; NTFM — Non-Tidal Freshwater Marsh. All wetlands are Riparian.
3 Rounded totals are sum of actual impacts.
Permit Site 1: The installation of a 12-foot by 6-foot single barrel Reinforced Concrete
Box Culvert (RCBC) under the L-line will result in 120 linear feet of permanent impacts;
51 linear feet of bank stabilization impacts; and 50 linear feet of temporary stream
impacts to Stream SA. Additionally, there will be 27 linear feet of permanent impacts
separate from the above-listed 120 linear feet due to the placement of riprap along the
streambed downstream of the RCBC. This 27 linear feet is considered a permanent
impact, but the riprap is keyed into the streambed and does not constitute a loss of
waters; therefore, no mitigation will be required for this length of impact.
Permit Site 2: The installation of two Hazardous Spill Basins (HSB) and their associated
drainage systems along the L-line will result in 12 linear feet of bank stabilization
impacts and lO linear feet of temporary stream impacts to Mill Creek.
Permit Site 3: The installation of a 42-inch Reinforced Concrete Pipe (RCP) under the L-
line will result in 288 linear feet of permanent impacts; 22 linear feet of bank
stabilization impacts; and 20 linear feet of temporary stream impacts to Stream SB.
U-3109 Phased Individual Permit Modification Application
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Permit Site 4: The installation of a 30-inch RCP under the L-line will result in 127 linear
feet of permanent stream impact and 10 linear feet of temporary stream impact to Stream
SC.
Permit Site S: The installation of the same 30-inch RCP as Site 4 will result in <0.01
acres of permanent wetland impacts; <0.01 acres of excavation; and <0.01 acres of
mechanized clearing to Wetland WA.
Permit Site 6: The installation of a 30-inch RCP under the L-line will result in 0.06 acres
of permanent wetland impacts; <0.01 acres of excavation; and 0.01 acres of inechanized
clearing to Wetland WB.
Permit Site 7: The installation of a 36-inch RCP under the L-line and adjacent Y-line
intersection with Y-21 (North First Street) will result in 0.17 acres of permanent wetland
impacts; <0.01 acres of excavation; and 0.02 acres of inechanized clearing to Wetland
WC.
The alignment of this Y-line intersection has shifted north since the original permit
application was submitted, resulting in additional impacts to Wetland WC. The shift in
alignment was due to a request received from the Town of Mebane to move the
alignment to eliminate impacts to a water line. Due to this agreement, NCDOT had to
maximize the movement of the new alignment away from the previous proposed location
to ensure that it would not cause a sight distance issue. Although impacts to Wetland WC
increased due to the alignment revision, preliminary design Sites 10 and 11 were
eliminated from the project. This removed <0.01 acres of permanent wetland impacts and
480 linear feet of permanent stream impacts that were proposed in the preliminary design
from the project.
MITIGATION OPTIONS
The USACE has adopted, through the Council on Environmental Quality (CEQ), a
wetland mitigation policy that embraces the concept of "no net loss of wetlands" and
sequencing. The purpose of this policy is to restore and maintain the chemical, biological,
and physical integrity of the waters of the United States. CEQ has defined mitigation of
wetland and surface water impacts to include: avoiding impacts, minimizing impacts,
rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR
1508.20).
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory
mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures
were taken during the planning phase and minimization measures were incorporated as
part of the project design. Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts.
U-3109 Phased Individual Permit Modification Application
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Avoidance and Minimization, Section B
Avoidance and minimization has been employed in the project area to the maximum
extent practicable. Listed below are some of the measures implemented on the project as
a whole:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface
Waters will be enforced.
• NCDOT's Best Management Practices for Construction and Maintenance
Activities will also be employed.
• Due to a portion of the project being within the Graham-Mebane Reservoir
watershed crticial area, Design Standards in Sensitive Watersheds will be
employed.
Avoidance and Minimization included in FEIS/CP 4A (Section B only�
Below is an overview of the avoidance and minimization that NCDOT has agreed to for
this project, listed based on the document or meeting that it is attributed to. Any
additional information for an item is listed below the item in italics.
FEIS
• During the development of the preliminary engineering designs for each Detailed
Study Alternative, including the Preferred Alternative (Alternative 9), efforts
were made to avoid and minimize impacts to wetlands and streams wherever
practicable. Where stream crossings were unavoidable, they were located, within
design constraints, as perpendicular as practicable, in order to minimize the length
of stream impacted.
• Jurisdictional impacts would be further minimized by a reduction in side slopes to
2:1 in the areas of wetland impacts. Sensitive placement of drainage structures,
during final design of Preferred Alternative 9, would minimize degradation of
water quality and reduce adverse impacts on aquatic habitat viability in streams
and tributaries. Based on preliminary designs, there are no substantial fill slopes
associated with this project. A determination would be made during final design if
retaining walls should be included in the design. Once surveys of the project area
are available, the preliminary design can be revised to further minimize impacts to
the human and natural environments.
• The tie-in from proposed NC 119 to existing NC 119 south of the Mill Creek
community was designed to end before the Mill Creek crossing for the Detailed
Study Alternatives, including Preferred Alternative 9, in this area.
• A bridge over Mill Creek is an additional minimization component. Bridging
floodplain wetlands along the larger stream systems, such as Mill Creek, would
decrease the degree of potential habitat fragmentation and reduce potential
wildlife mortality due to traffic operations by providing riparian corridors for
wildlife use.
o The bridge will span Mill Creek.
U-3109 Phased Individual Permit Modification Application
Page 8 of 14

CP 4A (items that were not listed in the FEIS�
• The Cates Farm on-site stream restoration project will be discussed and evaluated
at CP 4B.
o A ino�e detailed �estoration discussion for the Cates Farm site will occur
below in the Compensatory Mitigation Section.
Avoidance and Minimization, Section B Stormwater Management Plan
After CP 4A, the project was split into its 2 Sections. The information that follows in this
section is for the B Section of the project only.
• Approximately 5,800 linear feet of grass swales have been incorporated in
roadside ditches, where possible, to reduce the velocity and promote the
infiltration of runoff.
• Riprap at pipe outlets, ditches, and streambanks has been incorporated to
minimize erosion on slopes where vegetation will not be adequate.
• Storm drainage discharging directly to wetlands has been designed to meet non-
erosive velocity requirements.
• NCDOT standards for ground cover, vegetation, and slope stabilization will be
adhered to during the life of this project, and will be specified in the NCDOT
Erosion and Sediment Control Plan for the project.
• Five hazardous spill basins are proposed to protect against the accidental release
of hazardous material into receiving jurisdictional waters. Hazardous Spill Basins
will be installed at the following locations:
o—L— 199+50 LT to —L— 206+00 LT
o—L— 198+50 RT to —L— 205+00 RT
o—L— 206+00 LT to —L— 210+00 LT
o—L— 220+50 RT to —L— 228+50 RT
o—L— 232+00 RT to —L— 228+50 RT
o—L— 267+00 LT to —L— 256+50 LT
Compensatory Miti�ation
U-3109A
Compensatory mitigation requirements for permanent stream and wetland impacts
associated with U-3109A are summarized below in Table 7. These impacts occur in HUC
03030002.
Due to a revision to a revision at Site 19, the wetland impacts for Section A have
increased by 0.01 acre. All other stream impacts remain the same as the original permit.
Compensatory mitigation at a 2:1 ratio for 0.33 acre of permanent riparian wetland
impacts resulting from roadway fill (0.23 acre), mechanized clearing (0.08 acre), and
excavation (0.02 acre); and 0.05 acre at a 1:1 ratio resulting from roadway fill (0.05 acre)
U-3109 Phased Individual Permit Modification Application
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and mechanized clearing (0.01 acre) will be offset by NCDOT by debiting the South
Buffalo Creek Mitigation Site. See the attached debit ledger transaction.
Table 7. U-3109A Revised Compensatory Mitigation Summary (Bold
indicates the revision)
Stream Impacts Riparian Wetland
(lin. ft.) Im acts (ac.)
Impacts Requiring 4,506 0.38
Mitigation
3,888 at 2:1 0.33 at 2:1
Mitigation Ratio
618at1:1 0.06at1:1
Total DMS g,394 ---
Mitigation
Total Debit Ledger _ 0.72
Mitigation
U-3109B
Compensatory mitigation requirements for permanent stream and wetland impacts
associated with U-3109B are summarized below in Table 8. These impacts occur in HUC
03030002.
Six hundred forty-seven linear feet of permanent stream impacts are proposed in the B
Section; of that total, 85 linear feet are bank stabilization impacts, which do not require
mitigation per USACE. Of the remaining 562 linear feet of permanent stream impacts,
408 linear feet require compensatory mitigation at a 2:1 ratio per USACE and 154 linear
feet do not require any mitigation (Sites 1 and 4). Since NCDWR-mandated
compensatory mitigation is not required for any permanent impacts along intermittent
streams or any bank stabilization impacts, and no permanent impacts along perennial
streams equal or exceed 300 linear feet, mitigation for NCDWR is not required for any
stream impacts within the B Section.
The total USACE stream mitigation requirement exceeds the NCDWR stream mitigation
requirement; therefore, NCDOT has requested compensatory mitigation from DMS for
the 408 linear feet of permanent stream impacts at a 2:1 ratio. NCDOT will also request
mitigation from DMS to offset 0.27 acres (2:1 ratio) of permanent riparian wetland
impacts.
U-3109 Phased Individual Permit Modification Application
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Table 8. U-3109B Revised Compensatory Mitigation Summary
Stream Impacts Riparian Wetland
(lin. ft.) Im acts (ac.)
Impacts Requiring 408 0.27
Mitigation
Mitigation Ratio 2:1 2:1
Total DMS 816 0.54
Mitigation
NCDOT has requested that DMS provide compensatory mitigation for impacts associated
with the B Section at this time. The numbers presented in the attached DMS letter (1,306
linear feet or warm water streams and 0.51 acres of riparian wetlands) are based on the
preliminary design presented in the original permit application. These numbers are larger
than the impacts requiring mitigation in the Section B iinal design. However, NCDOT
has not asked that DMS revise these numbers to match the final design impacts since
other mitigation options, such as debit ledger and/or on-site mitigation, are currently
being pursued. The Cates Farm property is currently being considered as an on-site
mitigation site that would offset impacts in this section. Based on the site visit on
December 5, 2017 (please see attached meeting minutes), there is currently between
1,456-1,746 linear feet of potential stream credit and 0.168 acres of wetland credit
available at this site. However, the mitigation plans were not complete at the time of this
submittal, which is why NCDOT has chosen to submit this application with DMS
covering the mitigable impacts.
Once on-site mitigation plans are finalized for Cates Farm, the potential stream credits at
this site would more than offset stream mitigation required for the B Section and cover a
portion of the wetland mitigation required. At that time, NCDOT would request that the
compensatary mitigation burden be transferred from DMS to the Cates Farm site to cover
the stream mitigation and the portion of the wetland mitigation. Any remaining wetland
mitigation required would either remain with DMS or be covered by debit ledger, if
available.
MORATORIUM
No moratoria are proposed far section of this project.
U-3109 Phased Individual Permit Modification Application
Page 11 of 14

FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973, as amended. As of March 26, 2018, the U.S. Fish and Wildlife Service (USFWS)
lists one federally protected species for Alamance County, Cape Fear shiner (Notropis
mekistocholas). Due to its recent listing, it is not included in any previous NEPA
documentation or the original permit application. Previously, no Threatened or
Endangered species were listed in the county.
This species is listed as Endangered, but as a"range by basin" species, meaning that the
project would have to occur within the range defined by USFWS on their website
(https://ecos.fws. og v/ecp0/profile/speciesProfile?sId=6063 for this species) in order to
require detailed assessment. U-3109 in its entirety is well outside of the defined range of
Cape Fear shiner; therefore, there is no habitat for this species within the project footprint
and a Biological Conclusion of No Effect has been rendered for this species.
Northern lon�-eared bat
The USFWS has developed a programmatic biological opinion (PBO) in conjunction
with FHWA, USACE, and NCDOT for the northern long-eared bat (NLEB) (Myotis
septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program
in Divisions 1-8, including all NCDOT projects and activities. The programmatic
determination for NLEB for the NCDOT program is May Affect, Likely to Adversely
Affect. The PBO provides incidental take coverage for NLEB and will ensure
compliance with Section 7 of the Endangered Species Act for five years for all NCDOT
projects with a federal nexus in Divisions 1-8, which includes Alamance County, where
U-3109 is located. This level of incidental take is authorized from the effective date of a
final listing determination through April 30, 2020.
Bald eagle
Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies
of open water for foraging. Large dominant trees are utilized for nesting sites, typically
within 1.0 mile of open water.
A desktop-GIS assessment of the entire project (Sections A and B), as well as the area
within a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was performed on
January 3, 2017 using the newest-available color aerials of the review area. Water bodies
large enough and/or sufficiently open to be considered potential feeding sources were
identified, including the Graham-Mebane Reservoir and Forest Lake. Since there was
foraging habitat within the review area, a survey of the project study area and the area
within 660 feet of the project limits was conducted on January 24, 2017. No individuals
or nests were identified within the nesting survey area. Additionally, a review of the N.C.
Natural Heritage Program (NCNHP) database on January 3, 2018 revealed no known
occurrences of this species within 1.0 mile of the project study area. Due to the lack of
U-3109 Phased Individual Permit Modification Application
Page 12 of 14

habitat, known occurrences, and minimal impact anticipated for this project, it has been
determined that this project will not affect this species.
CULTURAL RESOURCES
Section 4(f1 Resources and Historical Architecture, Section B
There is one resource within the boundaries of the Section B, the Cates Farm, which is
protected under Section 4(� of the Department of Transportation Act. For the preferred
alternative (Alternative 9), the proposed roadway is anticipated to be visible and audible
from the farmhouse. However, it will not require the removal of any structures associated
with the Cates Farm. The Historic Preservation Office (HPO) initially determined that
Alternative 9 will have an "adverse effect" on the property in their concurrence form
dated June 6, 2002, which is included in the FEIS. A subsequent concurrence form, dated
August 21, 2007, confirms the HPO's previous finding and is also included in the FEIS.
A Memorandum of Agreement (MOA) for mitigative measures concerning impacts to the
Cates Farm was signed in October 2009 and was included with the original permit
application. The MOA stipulates that the NCDOT will complete a photo-documentation
record of the Cates Farm and its surroundings and prepare a landscape plan that
incorporates native plants along the top of the roadway slope in a natural appearance and
composition to help to screen the farm from the roadway. The photo-documentation of
the Cates Farm is underway and will be completed prior to construction. The landscape
plan will be prepared in coordination with the property owners and implemented once
construction is completed.
REGULATORY APPROVALS
A request is hereby made to the Department of the Army to modify the existing Section
404 Individual Permit as required for the above-described activities for T.I.P. Project No.
U-3109.
We are also hereby requesting a modification to the Section 401 Water Quality
Certification. In compliance with Section 143-215.3D(e) of the North Carolina
Administrative Code (NCAC), we will provide $570.00 to act as payment for processing
the Section 401 permit. We are providing two copies of this application to the North
Carolina Department of Environmental Quality (NCDEQ), NCDWR, for their review and
approval.
A copy of this permit modification application and its distribution list will be posted on
the NCDOT website under Quick Links > Permit Applications at
https://connect.ncdot.�ov/resources/Environmental/Pa�es/default.aspx. Copies of the
NEPA documents are also available at the above website address under Quick Links >
Environmental Documents. Thank you for your time and assistance with this project.
Please contact Carla Dagnino at either cda ng ino(a�ncdot.gov or (919) 707-6ll0 if you
have any questions or need additional information.
U-3109 Phased Individual Permit Modification Application
Page 13 of 14

Please contact Carla Dagnino at either cda ng ino(�a,ncdot.gov or [phone] if you
have any questions or need additional information.
Sincerely,
�` r Philip S. Harris III, P.E., C.P.M.
T� M. Environmental Analysis Unit Head
Cc:
NCDOT Permit Application Standard Distribution List
U-3109 Phased Individi�al Permit Modification Application
Page 14 of 14

U.S. ARMY CORPS OF ENGINEERS OMB APPROVAL NO. 0710-0003
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ExPiREs: 2s FEBRUARY zo�3
33 CFR 325. The proponent agency is CECW-CO-R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the O�ce of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANTJ
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Philip Middle - S. Last - Harris III First - Middle - Last -
Company - NCDOT-Environmental Analysis Unit Company -
E-mail Address - [e-mail] E-mail Address -
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1598 Mail Service Center Address-
City - Raleigh State - NC Zip - 27699 Country -1598 City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
919-707-6136 919-212-5785
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
U-3109 (Mebane Bypass)
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
MoAdams Creek, Back Creek, Mill Creek Address
15. LOCATION OF PROJECT
Latitude: �N 36.108733 Longitude: �W -79.286213 City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality Mebane
Section - Alamance County Township - Range -
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

7. DIRECTIONS TO THE SITE
'lease see attached vicinity map and cover letter.
118. Nature of Activity (Description of project, include all features)
' NCDOT proposes to improve NC 119 from near the Interstate 40/85 (I-40/I-85) interchange southwest of downtown Mebane to the
� existing SR 1962 (3rd Street) Extension. The project then proceeds onto new location, relocating NC ll9 to the west and north of
downtown Mebane before tying into existing NC 119 just south of SR 1918 (Mrs. White Lane}. The project terminates just north of Mrs.
White Lane. The new location portion of NC 119 will be constructed as a four-lane, median-divided facility. Existing NC 119 in the
vicinity of I-40/I-85 is proposed to be widened to six-lanes. Y-line improvements are also proposed. The project, also known as the
Mebane Bypass, is comprised of two sections. Section A, which is approximately 3.3 miles in length, will begin near the I-85/I-40
interchange and end north of SR 1921/SR 1996 (Mebane Rogers RoadBast Stagecoach Road). Section B, which is approximately 1.5
miles in length, will begin north of Mebane Rogers Road/ East Stagecoach Road and end north of Mrs. White Lane.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Please see attached cover letter
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from improving the existing roadway and shoulders, construction of new roadway on new location, and work associated
with secondary roads along the project.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter & permit drawings
22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter & permit drawings.
or
Linear Feet See attached cover letter & permit drawings.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
A is currently under construction, but has not been completed.
� 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whos@ P�Opefty AdjOlI1S the Wat2fbOdy (it more than can be entered here, piease attach a supplemental list).
a. Address- See permit drawing packet.
City - State - Zip -
b. Address-
City - State - Zip -
c. Address-
City -
d. Address-
State - Zip -
City - State - Zip -
I e. Address-
Ciry - State - Zip -
List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* �DENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
�' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
OS-a�F"Z�1�'
SIGNAT RE OF APPLICANT DATE SI�NATURE OF AGENT DATE
�e.r QK��ip �. tlA�e�qs �
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

Environmenta!
Quality
R��' C�OPER
Governor
February 16, 2017
Mr. Philip S. Harris, III, P.E., CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: Mitigation Acceptance Letter:
U-3109B, Mebane Bypass — NC 119 Relocation from North of SR 1921 / SR 1996 (Mebane
Rogers Road / East Stagecoach Road) to North of SR 1918 (Mrs. White Lane), Alamance
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 February
13, 2017, the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region,
and are as follows:
Cape Fear
03030002
CP
Impacts (feedacres)
Stream
Cold Cool Warm
0 0 1,306.0
Wetlands
Riparian Non- Coastal
Riparian Marsh
0.51 0 0
Buffer (Sq. Ft.)
Zone 1 � Zone 2
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See pernut
application for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS
will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of 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,
Jame B. S nfill
Credit agement Supervisor
cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: U-3109B
!'�"Nothing Compares�_
State of North Carolina . Environmental Quality
217 West Jones Street I 1601 Mai( Service Genter � Raleigh, North Carolina 27699-1601
919 707 8600

South Buffalo Creek Mitigation Site
ONEID 041-009
The South Buffalo Creek mitigation site is located in Guilford County within the USGS
hydrologic unit 03030002 of the Cape Fear River. NCDOT acquired a 31.73 acres parcel to
mitigate for unavoidable, jurisdictional impacts associated with TIP I-2402, U-2525 and I-
2201F/E. This parcel produced 16.2 acres of Riparian Wetland Preservation and 15.53 acres of
Riparian Wetland Restoration. Monitoring requirements were performed from 1999 to 2003 and
the site was closed out in 2004. Table 1 shows the final mitigation quantities approved for the
site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC
03030002. Table 2 indicates all mitigation debits that have occurred per regulatory agency
approval.
In order to offset an additional 0.01 acres of unavoidable impacts on U-3109A at Site 19,
NCDOT will be debiting the South Buffalo Creek Mitigation Site at for 0.01 acres of impact at a
2:1 ratio, totaling 0.02 acres of mitigation.
Table 1. Mitigation Quantities Approved
HUC Mitigation Type Starti (ACj ount Additional Notes
3030002 Riparian Wetland 16.2
Preservation
3030002 Riparian Wetland 15.53
Restoration
Table 2. Mitigation Debits —
Mitigation Type
Riparian Wetland
Preservation
Debit
Amount Status SITE TIP
(Ac)
3.36 Close I-2201F
Out
Action ID# II Notes
Riparian Wetland 1.23 Close I-2402D mod 199502886
Preservation Out
Riparian Wetland 9.4 Close U-2525A & I-2402D 199300243
Preservation � �Out

TYPE
Riparian
Wetland
Restoration
Riparian
Wetland
Restoration
Riparian
Wetland
Restoration
Riparian
Wetland
Restoration
Riparian
Wetland
Restoration
Riparian
Wetland
Restoration
Debit
Amount Status SITE TIP
(Ac)
0.96,CIose Out ,I-2201F
0.351CIose Out II-2402D mod
0.141CIose Out IMit Work
0.95 �Close Out �R-2000AA/AB
Action ID# II Notes
199502886
9.11CIose Out IU-2525A & I-2402D 1199300243
0.711CIose Out IU-3109A
220667 Impacts were
0.33 acres with
2:1 ratio and 0.05
acres at 1:1
Riparian 0.01 Close Out U-3109A mod 200220667 Impacts were
Wetland 0.01 acres with
Restoration 1:1 ratio

DRMP, INC.
PRINCIPALS
Wayne D. Chalifoux
Donaldson K. Barton, Jr.
Glenn J. Lusink
Jon S. Meadows
Mark D. Prochak
Mark E. Puckett
Lawrence L. Smith, Jr.
OFFICES
Boca Raton, Florida
Charlotte, North Carolina
Chipley, Florida
Fort Myers, Florida
Gainesville, Florida
Jacksonville, Florida
Lakeland, Florida
Melbourne, Florida
Orlando, Florida
Panama City, Florida
Pensacola, Florida
Raleigh, North Carolina
Tallahassee, Florida
Tampa, Florida
1.833.811.3767
www.DRMP.com
�+� ' ► � I �
1
Memorandum
DRMP Job #: 16-0264.001
To
From:
Subj ect:
Craig Lee, P.E.
Ryan Mitchell, P.E.
8000 Regency Parkway, Suite 175, Cary, North Carolina 275180
Phone: [phone]
Date: October 20, 2017
U-3109B — 4B Merger Meeting, Division 7, Alamance County
A 4B Merger Meeting was held on October 19, 2017 at 1:00 pm in the NCDOT Century Center
Complex, Structures Conference Room `C' in Raleigh, NC. Those in attendance were:
Craig Lee
Bill Elam
Hemang Surti
Mark Staley
April Norton
Chris Kirkman
Stephen Robinson
John Williams
Jim Mason
David Teague
Taria L. White
Piotr Stojda
Nick Lineberger
Felix Davila
Carla Dagnino
David E. Bailey
John Williams
Patty Eason (phone)
Chris Haire
Ryan Mitchell
NCDOT
NCDOT
NCDOT
NCDOT
DWR
NCDOT
NCDOT
NCDOT
NCDOT
NCDOT
NCDOT
NCDOT
NCDOT
FHWA
— Hydraulics Unit
— Hydraulics Unit
— TPB
— REU
— Division 7
— Division 7
— Division 7
— ECAP
— Geotech
— Project Mgmt.
— Roadway
— Cong. Mgmt.
NCDOT-EAU
USACE
NCDOT—PMU
NCDOT — Division 7
DRMP
DRMP
919-707-6708
919-707-6718
919-707-0989
919-707-2948
919-707-9111
336-451-68-36
336-516-5616
252-619-1876
919-707-6136
919-707-6877
919-707-6342
919-707-6322
919-814-5079
919-747-7021
919-707-6ll 0
919-554-4884 x30
919-707-6178
336-4887-0000
919-230-7857
919-650-7859
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
cdkirkman@@ncdot. gov
sj robinson@ncdot. gov
Jmwilliams8 @ncdot.gov
[e-mail]
[e-mail]
[e-mail]
pstoj [e-mail]
nclineberger@ncdot. gov
[e-mail]
[e-mail]
David.baley2 @asce. army. mil
[e-mail]
[e-mail]
[e-mail]
[e-mail]
An overview of the project and watershed was provided. The proposed roadway will cross Mill
Creek and one (1) unnamed tributary to Mill Creek. The project is within a Water Supply-II (WS-
I� watershed and located along the'/z mile Critical Area (CA) buffer of the water supply reservoir.
April Norton asked if the project was actually within the CA. Bill Elam stated that NCDOT policy
is to provide protection measures for proj ect within a'/z mile of the '/z mile CA buffer. This proj ect
will include protection measures such as Hazardous Spill Basin (HSB) and grass swales to the
maximum extent practical (MEP). This project has been grandfathered and the Jordan Lake Buffer
Rules do not apply.
The meeting included a discussion of all jurisdictional areas on each plan sheet. The following is
a description of the topics discussed on each sheet:
• Plan Sheet 4: No jurisdictional areas.
Plan Sheet 5: A 6'x 6' reinforced concreate box culvert (RCBC) will be constructed to
provide conveyance of the unnamed tributary to Mill Creek, Jurisdictional Stream SA.
The culvert will include sills and baffles and will be buried one-foot below existing
surface. DRMP's hydraulic design will include HSBs to the MEP for outfalls to this
stream.
R:\U3109B�Admin\03-01-Correspondence\03-01-06-Memorandums\U-3109B - 4b Merger Meeting
Minutes.docx

Page 2 of 2
• Plan Sheet 6: The proposed roadway will include a three span, 150' concrete girder bridge over Mill Creek.
Bents will be placed outside the stream. Spill throughs will be at 1.5:1. DRMP's hydraulic design will
attempt to provide HSBs to the MEP far outfalls to this stream.
A construction speciiication note will be added that the bridge is to be construction from each side. No
causeway is to be used for construction.
• Plan Sheet 7: The crossing at Jurisdictional Stream SB wi11 include a 24" cross pipe approximately 220
feet in length at 4.9% slope. The pipe will not be buried. Riprap end treatment may be used in channel based
on outfall analysis. Headwalls will not be used on pipes less than 36". DRMP will look at converting the
18" connecting pipe into a special cut ditch. Mitigation will need to include dissipater pad if used.
David Bailey of USACE stated that this was a high quality stream.
Plan Sheet 8: The crossing at Jurisdictional Wetland WA and Jurisdictional Stream SC will include a 24"
cross pipe approximately 140 feet in length at 2.8°/o slope. Pipe will not be buried. A specification note for
construction will be included for all cross-pipe inverts to be placed at existing ground elevation for all
wetlands to avoid affecting wetland hydroperiod. If construction disturbances impact the majoriry of the
wetland, the wetland may be considered a total take. The stream is a low-qualiry feature and may not require
mitigation.
The crossing at Jurisdictional Wetland WB will include an 18" cross pipe approximately 140 feet in length
at 1.4% slope. The pipe will not be buried. No headwall and standard riprap pad at outfalL Cross pipe inverts
to be placed at existing ground elevation for all wetlands.
The crossing at Jurisdictional Wetland WC will include an 18" to 24" cross pipe approximately 115 feet in
length at 11% slope. The pipe will not be buried. No headwall and standard riprap pad at outfall. Cross
pipe inverts to be placed at existing ground elevation for all wetlands.
• Plan Sheet 9: All jurisdictional features are outside of the Right of Way.
• Plan Sheet 10: The crossing at Jurisdictional Wetland WA and Jurisdictional Stream SI will include a 24"
to 30"cross pipe approximately 170 feet in length at 03% slope. The stream is braided at this location and
two lines are shown on survey. Only main channel length is to be used for mitigation calculation. Note this
feature on permit drawings. Wetland will be total take.
The crossing at Jurisdictional Stream SJ will include a 42" to 48" cross pipe approximately 130 feet at 1.8%
slope. Outfall stabilization to include dissipater pad and riprap in channel. The gap in stream channel is
where the stream goes underground. No mitigation for the length of stream gap.
• Plan Sheet 11: All jurisdictional features outside of Right of Way.
DRMP will begin working on permit drawings upon completion and submittal of hydraulics plans (65%) on
December 5, 2017.
4C Meeting will be scheduled for January 2018.
Permit drawings to be completed by January 31, 2018.
Permit package to be submitted by March 1, 2018.
Let date: 7uly 17, 2018. 4-week advertisement for construction.
End of Memorandum
R:AU3109B�Admin\03-01-Correspondence\03-01-06-Memorandums\U-3109B - 4b Merger Meeting Minutes.docx

DRMP, INC.
PRINCIPALS
Wayne D. Chalifoux
Donaldson K. Barton, Jr.
Glenn J. Lusink
Jon S. Meadows
Mark D. Prochak
Mark E. Puckett
Lawrence L. Smith, Jr.
OFFICES
Boca Raton, Florida
Charlotte, North Carolina
Chipley, Florida
Fort Myers, Florida
Gainesville, Florida
Jacksonville, Florida
Lakeland, Florida
Melbourne, Florida
Orlando, Florida
Panama City, Florida
Pensacola, Florida
Raleigh, North Carolina
Tallahassee, Florida
Tampa, Florida
1.833.811.3767
www.DRMP.com
Memorandum
DRMP Job #: 16-0264.001
To
From:
Subject:
Craig Lee, P.E.
Ryan Mitchell, P.E.
8000 Regency Parkway, Suite 175, Cary, North Carolina 275180
Phone: [phone]
Date: February 18, 2018
U-3109B — 4C Merger Meeting, Division 7, Alamance County
A 4C Merger Meeting was held on February 15, 2018 at 3:00 pm in the NCDOT Century Center
Complex, Structures Conference Room `C' in Raleigh, NC. Those in attendance were:
Bill Elam
Mark Staley (phone)
April Norton
Jim Mason
David Teague
Piotr Stojda
Nick Lineberger
David E. Bailey
Patty Eason (phone)
Chris Haire
Ryan Mitchell
NCDOT
NCDOT
DWR
NCDOT
NCDOT
NCDOT
NCDOT
USACE
NCDOT
DRMP
DRMP
— Hydraulics Unit
— REU
— ECAP
— Geotech
— Roadway
— Cong. Mgmt.
— Division 7
919-707-6718
919-707-2948
919-707-9111
919-707-6136
919-707-6877
919-707-6322
919-814-5079
919-554-4884 x30
336-4887-0000
919-230-7857
919-650-7859
[e-mail]
[e-mail]
April. norton@ncdenr. gov
[e-mail]
[e-mail]
[e-mail]
nclineb erger@ncdot. gov
David.bailey2 @asce. army. mil
[e-mail]
chaire@drmp. com
[e-mail]
An overview and update of the project was provided. The proposed roadway will cross Mill Creek
and one (1) unnamed tributary to Mill Creek. The project is within a Water Supply-II (WS-II)
watershed and located along the '/z mile Critical Area (CA) buffer of the water supply reservoir.
This project will include protection measures such as Hazardous Spill Basin (HSB) and grass
swales to the maximum extent practical (MEP). This project has been grandfathered and the
Jordan Lake Buffer Rules do not apply.
The meeting included a discussion of all jurisdictional areas impacted by the project. The following
is a description of the topics discussed at each site:
• Site 1: A 12'x 6' reinforced concreate box culvert (RCBC) will be constructed to provide
conveyance of the unnamed tributary to Mill Creek, Jurisdictional Stream SA. The culvert
will include sills and baffles and will be buried one-foot below existing surface. The
hydraulic design includes HSBs for outfalls to this stream.
David Baily asked that the sill and baffle detail be added to the culvert profile sheet.
David Bailey and Jim Mason discussed if mitigation was needed for surface water impacts
at the downstream end of the culvert where riprap is to be installed in the stream bed.
Follow-up determination is to be provided by Jim Mason.
Site 2: The proposed roadway will include a single span, 160' steel girder bridge over
Mill Creek. Spill throughs will be at 1.5:1. Hydraulic design will include HSBs for
outfalls to this stream.
Bridge bents from revised bridge design to be removed from final permit plans.
R:\U3109B\Admin\03-01-Correspondence\03-01-06-Memorandums\DRAFT U-3109B - 4C Merger Meeting
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Page 2 of 2
• Site 3: The crossing at Jurisdictional Stream SB will include a 42" cross pipe with headwall on upstream
end. The pipe will not be buried. Riprap end treatment to be used for pipe outfall.
• Site 4 and 5: The crossing at Jurisdictional Wetland WA and Jurisdictional Stream SC will include a 30"
cross pipe. Pipe will not be buried. No headwall and standard riprap pad at outfall. The location of the
Jurisdiction Stream on the plans will be revised by Location and Survey to match the pipe outfall location.
David Bailey stated that compensatory mitigation will not be required for Stream SC impacts due to low
aquatic function. 2:1 mitigation will be required for impacts to Wetland WA.
• Site 6: The crossing at Jurisdictional Wetland WB will include a 30" cross pipe. The pipe will not be buried.
No headwall and standard riprap pad at outfall. Cross pipe inverts to be placed at existing ground elevation
for all wetlands. Excavation for ditches in wetland areas will be minimal (approx. 4"-6"). The location of
the Wetland WB on the plans will be revised to match the pipe outfall location.
David Bailey noted that ditch detail "F" is not found on the ditch detail sheet. The call out for these ditches
will be revised to refer to ditch detail "N".
• Site 7: The crossing at Jurisdictional Wetland WC will include a 36" cross pipe with headwall on upstream
end. The pipe will not be buried. Riprap end treatment to be used for pipe outfall.
Wetland fill hatching to be added for rip rap outfall and accounted for in impact summary table.
Wetland boundary to be extended on south end of wetland to reflect actual boundary.
Explanation for why alignment was changed to this location needs to be added to permit narrative.
ACTION ITEMS
DRMP: Revise permit plans in accordance with comments stated in these meeting minutes.
NCDOT:
o Revise WB and WC wetland boundaries in WEX CADD file.
o Revise location of Jurisdictional Stream SC in FS CADD file.
o Determine mitigation needs for rip rap in stream bed for 12'x6' culvert outlet.
End of Memorandum
R:AU3109B�Admin\03-01-Correspondence\03-01-06-Memorandums\DRAFT U-3109B - 4C Merger Meeting Minutes.docx

Cates Farm On-Site Mitigation Meeting Minutes
On Tuesday, December 5, 2017, representatives of the USACE, NCDWR, and NCDOT met on the Cates
Farm property to review the proposed mitigation areas. Present were David Bailey, Monte Matthews,
Andrea Hughes, Kim Browning, April Norton, Ginny Baker, LeiLani Paugh, Jim Mason, and Chris
Underwood. What follows is a summary of what was discussed at each stream reach, relating to credit
ratios and what NCDOT proposes to do for mitigation credit.
We started at Reach 1(see map) and walked downstream in order to see the condition of the channel,
in particular the optic fiber/cattle crossing. The stream was fairly stable with little sign of active erosion.
There were a couple of beaver dams on the upstream part of the reach. Credit ratios discussed ranged
from 3.5-3:1 with a lower ratio applicable to a buffer 75 feet or greater. Todd's extra buffer calculator
would come into play here. There is no credit for the fiber optic easement. We discussed that
monitoring for seven years would be required for plantings with years 4 and 6 being visual monitoring
only.
Some of the reaches on the property exhibits evidence of prior damage due to cattle previously having
access to the streams. These areas have started recovery on their own since the cattle are being
pastured in non-easement areas. LeiLani described to the group what the farm was like when NCDOT
initially started talking with the landowner. This was a large part of the discussion during this field
review and has a large bearing on the ratios that were given for the reaches discussed.
At Reach 2 a Regenerative Stormwater Conveyance was discussed for the upper end of the reach but
was decided that it wasn't necessary. We walked in to the intermittent/ephemeral break to view the
channel condition. The channel is located close to the eastern property line and the protected buffer is
less than 50 feet in a couple of places. Credit is to be given only in the downstream portion where there
is at least 50 feet of buffer on both sides. The natural grade control near the perennial point,
downstream, was the start of the 5:1 credit section. From the natural grade control to the limits of
standard buffer, upstream, the credit ratio will be 7.5:1. The perennial section measures 150 feet and
the intermittent section measures 230 feet.
We then crossed Mill Creek to go look at the northern reaches of the conservation easement. That
property is now owned by the Town of Mebane, but NCDOT retains a conservation easement. We
looked at Reach 3 and determined that a 3:1 ratio would be applicable due to the proposed replanting
and fencing. No credit for the ephemeral section.
There was a discussion of the Town of Mebane wanting to construct a greenway within our easement
on the north side of Mill Creek in conjunction with a disc golf course. Andrea mentioned that the USACE
didn't like trails through easements and any area within the easement that had a trail would be
removed from the credit area. LeiLani stated that we have had trails within our easements before. The
overall consensus of the regulatory agencies was there would be no credit allowed if trails were
constructed. LeiLani left at this point for another meeting.
We discussed Reach 5 but didn't visit it. It is ephemeral grading to intermittent with a potential wetland
in the upper part of the ephemeral portion of the channel. NCDOT will perform a wetland delineation to
confirm the presence of a wetland. The ratio discussed for Reach 5 was 5:1. On a later visit by NCDOT, It
was determined that there was no wetland present. No credit for the ephemeral section.

We walked up to Reach 4 to determine the stability and substrate of the channel. Just within the Duke
Power ROW, the substrate was cobble and bedrock and that is representative of the entire reach. It is
also intermittent. The ratios determined for this reach and Reach 6 were 5:1. No credit for the
ephemeral section.
We then walked the buffer down to Mill Creek so the team could see the buffer of the north side of Mill
Creek. We didn't walk to Reach 7 but relied upon the recollections of Dave, Jim, and Chris who had
visited it on an earlier date. They described the reach as the highest quality stream on the property and
one of the better in the county. A ratio of 3.5:1 was determined for that reach. It was discussed that
some sort of BMP be installed for the upper end of Reach 7 since the road abuts the easement there.
Dave stated that the hydro plans showed a riprap pad there, which should be sufficient.
For Mill Creek, the initial thoughts of the team were for a 5:1 ratio for the entire reach. However, due to
the lower quality of the channel, 7.5:1 was considered. It was determined that NCDOT should propose a
ratio and justify it. Ways to achieve a lower ratio included bridge abutment removal, log jam removal,
planting a higher percentage of the buffer, or protecting a wider than standard buffer. No credit unless
buffer is on both sides.
We broke for lunch at 1:40 PM.
Reach Amount and Ratio Potential Amount of Credit
1 1,016 If and 0.59 acre wetland (3.5:1) 290 If; 0.197 acres wetland
2 150 If and 230 If (5:1 and 7.5:1) 61 If
3 3081f (3.1) 1031f
4 4891f (5:1) 981f
5 1581f (5:1) 321f
6 3591f (5:1) 721f
7 7701f (3.5:1) 2201f
Mill Creek 4,352 If (7.5:1 to 5:1) 580-870 If
Total 7,832 If and 0.59 acre of wetland 1456-1746 If; 0.197 ac. wetland
We are waiting on "Todd's Extra Buffer Calculator" to finalize the credit for Mill Creek.

THE FOLLOWING PAGES PERTAIN TO THE CHANGES ON SECTION A

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (fit) (fit)
1 63+59-65+75 -L- 48" RCP 0.03 235
48" RCP 0.01 < 0.01 117 16
2 69+92-70+95 -L- 54" RCP 0.04 < 0.01 348 17
3 11 +61 -Y7A- 66" RCP 0.04 < 0.01 320 10
4 78+10-79+64 -L-LT ROAD FILL 0.10
5 78+25 -L- RT 3 AT 30" RCP < 0.01 16
6 85+02-86+67 -L- 54" RCP 0.02 < 0.01 257 35
7 93+65-97+92 -L- 3@ 11'x9' RCBC 0.15 0.02 501 52
STREAMBANK STABILIZATION 0.02 63
7A 94+25 -L- RT CHANNEL REALIGNMENT < 0.01 < 0.01 18 20
8A 108+00-111+82 -L- 48" RCP 0.04 < 0.01 463 19
8B 110+64-111+10 -L- RT 48" RCP < 0.01 < 0.01 82 21
9 113+72-114+35 -L-RT ROAD FILL < 0.01 0.01
10 125+99-127+49 -L- 72" RCP 0.04 < 0.01 396 25
10A 127+41-127+99 -L- LT ROAD FILL < 0.01 74
11 133+53 -L- 48" RCP 0.02 < 0.01 270 25
12 155+09-157+67 -L- 30" RCP 0.08 0.13
12A 156+91-157+54 -L-LT 0.03
12B 157+25-157+73 -L-LT < 0.01 < 0.01 105 7
12C 157+55-L-LT < 0.01 13
13 162+01-162+68-L- 66" RCP 0.07 0.01 0.09 < 0.01 183 21
14 26+00 -Y16RPA- LT 36" RCP < 0.01 19
15 178+79-180+22 -L- 1@ 10'x7' RCBC 0.06 < 0.01 447 44
SUB TOTALS *: 0.18 0.02 0.82 0.05 3879 360
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (fit) (fit)
16 17+83-21+62 -Y6RPA- 42" RCP 0.03 < 0.01 494 32
17 33+97 -Y20- STREAMBANK STABILIZATION < 0.01 35
18 19+72 -Y10- 2@ 10'x8' RCBC 0.02 < 0.01 122 45
STREAMBANK STABILIZATI < 0.01 25
DS STREAMBANK STABILIZATION < 0.01 44
19 20+18-22+74 -Y10-RT ROAD FILL 0.05 0.01
20 10+14 -Y11- 60" RCP 0.05 0.02 0.05 0.02 < 0.01 327 24
TOTALS FROM PREVIOUS SHEET 0.18 0.02 0.82 0.05 3879 360
TOTALS*: 0.28 0.02 0.09 0.91 0.06 4926 461
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24

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THE FOLLOWING PAGES ARE THE PERMIT DRAWINGS FOR SECTION B

HI�hW�y North Carolina Department of Transportation ���
,
�` _ _St0�1�1v���� Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34900.1.FR3 TIP No.: U-3109B County(ies): Alamance Pa e 1 of 5
General Project Information
WBS Element: 34900.1.FR3 TIP Number: U-3109B Project Type: New Location Date: 1/24/2018
NCDOT Contact: William H Elam, Jr. Contractor / Designer: DRMP / Ryan Mitchell, P.E.
Address: NCDOT Address: g000 Regency Parkway
1590 Mail Service Center Suite 175
Ralei h, NC 27699-1590 Cary, NC 27518
Phone: [phone] Phone: [phone]
Email: belamCcD.ncdot.qov Email: rmitchell(a�drmp.com
Cit /Town: Mebane Coun ies : Alamance
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Pro'ect Len th lin. miles or feet : 1.424 miles Surrounding Land Use: Undeveloped/Open Land
Proposed Project Existing Site
Pro'ect Built-Upon Area ac. 6.5 ac. N/A ac.
Typical Cross Section Description: One (1) 12' travel lanes each direction. 4' paved shoulders with grass roadway ditches,
both sides. 10' paved shoulders with guardrail.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 10,983 vpd Year: 2038 Existin : 8,809 Year: 2018
General Project Narrative: The U-3109B project is a new alignment between SR 1921 (Mebane Rogers/ Stage Coach Rd) and SR 1918 (Mrs. White Ln). Approximately 5,800 linear feet of grass swales
(Description of Minimization of Water have been incorporated in roadside ditches, where possible, to reduce the velocity and promote the infiltration of runoff. Five hazardous spill basins are proposed to protect
Quality Impacts) against the accidental realease of hazardous material into receiving jurisdictional waters. Riprap at pipe outlets, ditches, and streambanks has been incorporated to minimize
erosion on slopes where vegetation will not be adequate. Storm drainage discharging directly to wetlands has been designed to meet non-erosive velocity requirements.
NCDOT standards for ground cover, vegetation, and slope stabilization will be adhered to during the life of this project, and will be specified in the NCDOT Erosion and
Sediment Control Plan for the project.
Surface Water Bod 1: Mill Creek NCDWR Stream Index No.: 16-18-3- 1.5
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II)
Supplemental Classification: Hi h Quality Waters HQW NSW CA
Other Stream Classification:
Impairments: None
Aquatic T8�E Species? No Comments:
NRTR Stream ID: Mill Creek Buffer Rules in Effect: N/A
Pro"ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

.� �,. � i �,,.,�.� � ,.,\
1-�i�hW7V North Carolina Department of Transportation �
��n����W'���`� Highway Stormwater Program =
,�,,,,,r,,,
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34900.1.FR3 TIP No.: U-3109B County(ies): Alamance Page 2 of 5
Additional Waterbod Information
Surface Water Body (2): UT to Mill Creek (SA) NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: SA Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Bod 3: UT to Mill Creek SB NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T8�E Species? Comments:
NRTR Stream ID: SB Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (4): UT to Mill Creek (SB) NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic TB�E Species? Comments:
NRTR Stream ID: SC Buffer Rules in Effect:
Pro'ect Includes Brid e Spannin Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

\�n Y �� r ] � ��\
I-[i�;hW�V North Carolina Department of Transportation ;'
�t���������`�� Highway Stormwater Program
��
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34900.1.FR3 TIP No.: U-31096 Count (ies : Alamance Pa e 3 of 5
Swales
Station 8� Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules?
4 -L- 199+50 LT. (2)UT to Mill 0.0 6.0 3.0 0.7 71 300 0.50% 1.6 1.6 2.0 1.7 No
-L- 196+50 LT. Creek (SA)
4 -L- 199+50 LT. (2)UT to Mill 0.0 6.0 3.0 1.2 115 600 1.50% 1.9 1.9 2.4 2.0 No
-L- 205+50 LT. Creek (SA)
5 -L- 210+08 LT. 0.0 6.0 4.0 0.5 46 292 1.43°/a
-L- 213+00 LT. 0.8 1.3 1.0 1.4 No
6 -L- 220+50 LT. (1)Mill Creek 0.0 3.0 3.0 0.5 49 410 1.34% 0.9 1.7 1.2 1.8 No
-L- 224+60 LT.
6 -L- 233+00 LT. (1)Mill Creek 0.0 4.0 3.0 0.6 64 310 2.80% 1.1 1.8 1.4 1.9 No
-L- 229+g0 LT.
7 -L- 233+00 LT. (3)UT to Mill 0.0 3.0 3.0 0.7 73 250 2.46°/a 0.7 1.7 0.9 1.8 No
-L- 235+50 LT. Creek (SB)
7 -L- 243+05.37 LT. (3)UT to Mill 0.0 6.0 4.0 0.9 92 555 1.16°/a 0.9 1.5 1.1 1.6 No
-L- 237+50 LT. Creek (SB)
7 -L- 243+05.37 LT. (4)UT to Mill 0.0 6.0 3.0 0.6 55 245 0.32% 0.8 0.8 1.0 0.8 No
-L- 245+00 LT. Creek (SB)
$ -L- 249+78 LT. 0.0 6.0 4.0 0.3 26 178 1.16°/a
-L- 248+00 LT. 0.5 1.1 0.6 1.2 No
$ -L- 251+50 LT. 0.0 3.0 3.0 0.3 34 50 2.00%
-L- 251+00 LT. 0.7 1.6 0.9 1.7 No
8 -L- 253+76.14 LT. 0.0 6.0 6.0 0.1 9 76 1.16% 0.2 0.8 0.3 0.9 No
-L- 253+00 LT.
9 -L- 263+00 LT. 0.0 6.0 4.0 2.2 215 400 1.18°/a 2.9 1.8 3.7 1.9 No
-L- 259+00 LT.
9 -L- 271+g2 LT. 0.0 6.0 4.0 2.0 201 492 1.38%
3.1 2.0 3.9 2.1 No
-L- 267+00 LT.
8 -L- 255+00 LT. 0.0 3.0 3.0 0.3 27 50 2.00% 1.0 1.8 1.0 1.8 No
-L- 255+50 LT.
4 -L- 198+50 RT. 0.0 6.0 3.0 0.5 46 250 0.51 % 0.4 0.8 0.5 0.8 No
-L- 196+00 RT.
4 -L- 198+50 RT. (2)UT to Mill 0.0 6.0 4.0 1.3 134 650 1.98°/a 2.2 2.0 2.7 2.1 No
-L- 205+00 RT. Creek (SA)
5 -L- 211+00 RT. (2)UT to Mill 0.0 6.0 3.0 0.4 35 200 0.30% 0.6 0.7 0.7 0.7 No
-L- 209+00 RT. Creek (SA)
5 -L- 211+00 RT. 0.0 6.0 4.0 0.2 21 150 1.40°/a 0.4 1.1 0.5 1.2 No
-L- 212+50 RT.
5 -L- 214+00 RT. 0.0 6.0 4.0 0.4 44 350 1.40%
-L- 217+50 RT. 0.8 1.3 1.0 1.4 No
Additional Comments

\�n Yirr] t�`���•,-��
I-[i�;hW�V North Carolina Department of Transportation
�t��������� �� Highway Stormwater Program ,
STORMWATER MANAGEMENT PLAN '`�"�°„•..'`�'.
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34900.1.FR3 TIP No.: U-31096 County ies : Alamance Pa e 4 of 5
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules?
6 -L- 218+00 RT. 0.0 6.0 3.0 0.2 23 200 0.30% 0.4 0.6 0.5 0.7 No
-L- 220+00 RT.
6 -L- 220+00 RT. (1)Mill Creek 0.0 6.0 4.0 0.6 58 200 1.40°/a
0.9 1.4 1.2 1.5 No
-L- 222+00 RT.
7 -L- 243+00 RT. (3)UT to Mill 0.0 6.0 4.0 1.2 115 550 1.45% 2.4 2.0 3.0 2.1 No
-L- 237+50 RT. Creek (SB)
7 -L- 243+00 RT. (4)UT to Mill 0.0 6.0 3.0 0.5 50 250 0.30% 0.9 0.8 1.2 0.8 No
-L- 245+50 RT. Creek (SB)
5 -L- 208+00 RT. (2)UT to Mill 0.0 3.0 3.0 0.2 22 67 0.75°/a 1.0 0.9 1.2 0.9 No
-L- 207+33.29 RT. Creek (SA)
$ -L- 253+69 RT. 0.0 3.0 3.0 0.2 20 169 3.70°/a
-L- 252+00 RT. 0.5 1.9 0.6 2.0 No
8 -Y21- 14+00 RT. 0.0 3.0 3.0 0.4 35 210 2.91% 0.9 1.4 1.1 1.6 No
-Y21- 11+90 RT.
$ -Y21- 14+27 RT. 0.0 6.0 4.0 0.2 22 173 3.90°/a 0.6 1.9 0.8 2.0 No
-Y21- 16+00 RT.
10 -Y21- 20+50 RT. 0.0 6.0 4.0 0.2 15 100 1.24% 0.4 1.1 0.5 1.0 No
-Y21- 19+50 RT.
10 -Y21- 20+50 RT. 0.0 6.0 4.0 0.1 11 100 1.20% 0.2 0.6 0.3 0.7 No
-Y21- 21 +50 RT.
$ -Y21- 11 +00 LT. 0.0 3.0 3.0 0.4 39 230 0.30°/a
-Y21- 13+30 LT. 1.0 0.9 1.2 1.0 No
$ -Y21- 13+50 LT. 0.0 6.0 4.0 02 19 150 3.28°/a
-Y21- 15+00 LT. 0.5 1.7 0.5 1.8 No
10 -Y21- 18+00 LT. 0.0 6.0 6.0 0.5 53 200 1.24% 0.7 1.5 0.9 1.6 No
-Y21- 20+00 LT.
Additional Comments

n.i Y�tIJ ��NC,�r�r.���
i-i1f;hW�y North Carolina Department of Transportation a
i StO�'T73��V��':; Highway Stormwater Program = _
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 34900.1.FR3 TIP No.: U-3109B Count ies : Alamance Pa e 5 of 5
Level Spreaders, Hazardous Spill Basins, and Forebays
Level Spreader, Drainage New Built-
Station 8� Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated
Sheet No. Road and Non Road Pro'ects Water Bod Basin, or Foreba ? ac ac Re uired / Minimum Treatment Achieved w/ Buffer Rules?
5 -L- 199+50 LT. (2)UT to Mill Hazardous Spill Basin 1.46 0.41 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 2413.0 cf 2912.0 cf N/A
-L- 206+00 LT. Creek (SA) (cf)
5 -L- 198+50 RT. (2)UT to Mill Hazardous Spill Basin 1.36 0.41 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 2375.0 cf 2548.0 cf N/A
-L- 205+00 RT. Creek (SA) (cf)
5 -L- 206+00 LT. (2)UT to Mill Hazardous Spill Basin 0.44 0.35 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 1961.0 cf 3373.0 cf N/A
-L- 210+00 LT. Creek (SA) (cfl
6 -L- 220+50 LT. (1)Mill Creek Hazardous Spill Basin 1.64 0.68 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 2705.0 cf 3659.0 cf N/A
-L- 228+50 RT. (cf)
6 -L- 232+00 RT. (1)Mill Creek Hazardous Spill Basin 1.17 0.44 2Yr, tc=10 min, td= 5 min storm runoff + 1,550 cf 2319.0 cf 11913.0 cf N/A
-L- 228+50 RT. (cf)
8 -L- 267+00 LT. Hazardous Spill Basin 3.71 0.85 2Yr, tc=10 min, td= 5 min storm runoff+ 1,550 cf 3674.0 cf 5775.0 cf N/A
-L- 256+50 LT. (cf)
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume
and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments

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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAIVS PREPARED BY: HYDRAULICS
oaMa, iNc. ENGINEER
ADT 2018 = 8��09 5950FAIRVIEWROA�,SUITE320
rJO 2S O rJO �OO . CHARLOTTE,NORTHCAROLINA28210 �(� ���Y'�jj
ADT 2038 = 10,983 LENGTH ROADWAY TIP PROJECT U-3109B ............1.394 mi [phone] � �
K _ n p/0 ENGMEERS PIANNEas saENrisis NC LICENSE NO G22t3 as�i� �C+i°�Q
PLANS D- 65 % LENGTH STRUCTURE TIP PROJECT U-3109B ........... 0.030 mi FOR ,,E. � �
- DIVISION OF HIGFIWAYS S7GNATURE: � '
50 25 0 50 100 T= 5 %` TOTAL LENGTH OF TIP PROJECT U-31098 1.424 mi � �
• • • • • • • • • • • • • 20/8 STANDARD SPECIFlCATlONS �y �
V= 50 MPH CHRISTOPHER K. HAIRE, PE ROADWAY DESIGN
PROFILE (HORIZONTAL) (* nST =4% + DUAL 1%) RIGHT OF WAY DATE: PRo�ecrExcrNEes ENGINEER ���p Q�Q�
AUGUST 30, 2017 MICHAEL D. HAGE, PE �� pp���Q
� O S O � O Z O FU N C C LASS = PROJECT DESIGN ENGINEER
MAJOR COLLECTOR LETTING DATE: NCDOT CONTACT:
PROFILE (VERTICAL) REGIONAL TIER JULY 17, 2018 TATIA L. WHITE, PE, PLS r�.
SENIOR PRO ECT MANAGER SlGNATURE:

DETAIL A
SPECIAL CUT DITCH
� Not lo S�ole� t-
on�h
�.ai � e� H � siece
Gro�nd �7..� p p\o
Min_ D=1.0 Ft.
FROM S7A. 196+50 TO STA.199+50 -L- LT
FROM STA. 196+00 TO STA. 198+50 -L- RT
FROM STA.203+00 TO STA. 205+00 -L- RT
FROM STA.203'-50 TO STA.205+97 -L- LT
FROM STA. 208+71 TO STA. 211+00 -L- RT
FROM STA.212+50 TO STA.213+50 -L- RT
FROM STA.273+65 TO STA.214+00 -L- RT
FROM STA. 218+00 TO STA. 220+00 -L- RT
FROM STA.222+00 TO STA.224+40 -L- RT
FROM STA.224-00 TO STA.224+60 -L- LT
FROM STA.229-90 TO STA.230�i�50 -L- Li
FROM STA.230+00 TO STA 232+00 -L- RT
FROM S7A. 233-SO TO STA.234+50 -L- L7
FROM STA.243+OOT0 STA.245=50-L-RT
FROM STA. 246+54 TO STA. 249=00 -L- RT
FROM S7A. 249+00 TO STA 250+50 -L- RT
FROM STA. 243-06 TO STA.246+23 -L- LT
FROM STA.253'-76 TO STA.255+50 -L- LT
FROM STA. 17 �� 50 TO STA. 18 i-00 -Y21REV- RT
FROM STA.19+50 TO S7A.21+50 -Y21REV- RT
DETAIL B
SPECIAL CUT DITCH
� N i �o Scolej �
� - r.am
Nolurol r�� °� DmF
Ground 3) Fo�°� Slope
�iBp1� Min.D=1FI.
Type of Liner= Clnss II Ri�r0.op Mav. d=I Ft.
FROM STA.235+65 TO STA.237+00 -L- LT
DETAIL C
SPECIAL LATERAL 'V' DITCH
(Nol�o S�vle)
/
Han�roi � � � r�u
c.o��a z.� p F�o ` sioc=
Min. �=1 F.
FROM STA. 251+50 TO STA. 252+50 -L- RT
DETAIL D
SPECIAL LP.TERAL 'V' DITCH
� Na m s�me�
- Fni
Noturol p'� �� Slope
Ground `�:) p f��a`
d
c��en�i��' nu�. o=i n.
Type a( Liner= Class B Rip-Rap Mox. d=1 F.
FROM STA. 149+50 TO STA. 250+50 -L- RT
DEfAIL E
SPECIAL L4TERAL 'V' DITCH
�Nollo S�o�e7
C
� � ��cai
Naiurnl M1.\ Hs� SIoPe
G.ou�d 3�� p F\o
d
Gao�aMilc-', Min.D=IF.
Type of liner= Clau I Ri�Rap Mox. d=1 F.
FROM STA. 245+50 TO STA. 246+54 -L- RT
�
O
D
D
T
S
L(]
O
�
/
�
�
Q
��
a �n
u
o�
�o
��
m
_m
om
No
�-
N'�
DETAIL G
SPECIAL CUT BASE DITCH
� Noi �0 5<ale)
Nnl�vol \ D a:\ V
Ground
o.ioble
B Fill
Min.0=1 F. slupa
8=2 Ft.
FROM STA. 16+50 TO STA. 17+50 -Y21REV- LT
FROM STA. 18+00 TO STA. 19+50 -Y71REV- RT
FROM STA. 11+00 TO STA. 12+00 -Y22REV- RT
DETAIL H
SPECIAL LATERAL 'V' DITCH
� Noi �o scale�
�.ai /
roun 2.1 p ry'� � v riable
d Sill
lops
Geo�anite-� Min.D=1 k.
Type of Liner= Closs 9 Ri�Rop Mon. d=1 Ft.
FROM STA. 257+71 TO STA. 259+00 -l- LT
DETAIL I
SPECIAL LATERAL 'V' DITCH
�Nwro uaie�
�/
Na�urul
Gre�� 7.� - .�.�
d �
Geaiesrile- Min.D=1F.
Ma�.d=1 F.
Type ofLiner= Class B Rip-Rap 6=5 F.
FROM STA. 208+00 TO STA. 209+00 -L- LT
DETAIL J
SPECIAL L4TERAL 'V' DITCH
iNo�m s�aia�
�V M1,
�d-.� 2j D 1�/
d Min. D=7 F.
Georonile=� Max.d-7 R.
6=5 Ft.
Typa of Liner= Class I Rip-Rap
FROM STA.207+00 TO STA. 2081-00 -L- LT
DETAIL K
BERM 'V' DITCH
� No� �a scaie�
F-b�
Naiurol � I I
c,o��a ?.� o ti���, eowv
�`, �
Min. D-1 FI.
b=5 k. l\�
FROM STA.231+62 TO STA. 234-r00 �- LT
FROM STA. 237+00 TO STA.243+06 -L- LT
FROM STA. 243+06 TO STA. 246+00 -L- LT
DFfAIL L
SPECIAL LATERAL 'BASE' DITGH
� Nol lo Smlcl
,y.\
Na�uml
�Gmun�� `�')
F ti \ T .� :
I 3
`-F�� Min. D=7 Ft.
B I D=2 Ft.
b=5 Ft.
FROM STA.206+00 TO STA. 207+17 -L- RT
FROM STA. 226 �I 00 TO STA. 226 .� 86 -l- RT
FROM STA.227+22 TO STA.227+41 -L- RT
FROM STA 234+50 TO STA 237+p0 -L- RT
DETAIL M
SPECIAL LATERP.L 'BASE' DITCH
�No�ro Scala�
3'j
i i
��'�.2:� p ,�.� -
d Min. D=1 F.
Max. d=1 Fl.
B B=3 Ft.
Type of Linar= Closs B Rip-Rop 6=5 FI.
FROM STA. 235+65 TO $TA. 237+00 -L- LT
DETAIL N
SPECIAL LATERAL 'V' DITCH
�Not�o Smlej
J� �
Nolurol
Gro�n 3;�\��
D
Min. D=7 R.
Max. b=5 Ft.
FROM STA.207+34 TO STA. 206+71 -L- RT
FROM STA 234+50 TO STA. 135+50 -L- LT
FROM STA.249+78 TO STA.251+00 -L- LT
FROM STA. 251+00 TO STA. 253+00 -L- LT
FROM S?A. 253+77 TO STA. 255+50 -L- LT
FROM STA.250+50 TO STA.253-69 -L- RT
FROM STA.253+69 TO STA.255+28 -L- RT
FROM STA.11+90 TO STA.14+00 -Y21REV- RT
FROM STA. 10+50 TO STA. 13+50 -Y27REV- LT
DETAIL "O"
RIP RAP AT EMBANKMENT
� No�+o 5<ole�
to mt,,.-
oa�n - t.o�m�o. -�_5� /
Grode
♦
GEOTEXTIIE-'� �NWS
See plans For quvnlilies
STA.207+00 -L- RT NW5-581.2
STA.207i-3B -L- RT NW5=581.2
STA. 207+99 -L- LT NW5=578.1
STA. 208 i-20 -L- LT NWS=578.1
STA 246+87 -L- RT NW5=539.9
STA. 227+24 -L- RT NW5=539.9
STA.235 t65 -L- LT NWS=WA
STA.235-F77 -L- LT NWS=WA
DETAIL P
INLET NPICAL
(LT TO RT LOOKING DOWNSTREAM)
� Nat lo Scnle)
BFNCH DERH
reox.as�rvr.l sppFa�n o[rm Naw.oi
E%CAVATE- A 0X.3'(rvP.� G�ound
CtA55 'I'RIP PAP
KEYE0.AN �P' \/y� �
W/GEOTE%tILF c
LOW FLOW BENCH CHANNEL WIOTH
VhRIES FROM 0'i0 i' VARIES FROM
n ro a
EST TON C1A55 I RIP RAP=27 TONS �UVnTION=x6 CY
ESi GEOTE%TILE=7a SY
STA. 207+44 -L- RT NWS SB1.2
DETAIL Q
OUTLEf TYPICAL
(LT TO RT I.00KING DOwNSTREAMI
� Noi io Scalz)
qervcn oerrn -
PPDX.O S' T'P.1 S PEowh� DEPRf Nal�ml
EXUvntE xs'f�'r_I �G�w�d
CVss'�'x�Paar /
�EYED-IN
ceor�mc Irvv.l ^�° �
-0.1P PAP KEVfp-IN
lOk' FiOW s[HCH BELOW CHANNEL
VqRIES FNOM 0'TO d' BED
CHANNEL WI�TN
VnR�fS fRO,+.
6'TO 8'
:ST TON CL455 I RIP R4P=59 TONS EXCAvpnON=49 CY
:ST GEOTEXTILE=74 SY
STA. 108+00 -L- LT NWS=578.1
DETAIL R ��
FALSE SU�MP
� Not to Sc le) �
Outsida Ditch
Traffic flow
2 . �O.l\� 2'�- �"5-
2GI
S=Ditch Slope 4 Proposed Difch
STA. 213+10 -L- LT
STA.224+70 -L- LT
STA 19+43 -Y21REV- LT
DETAIL 5 ="
FALSE SUMP � �
� Nai lo S�ale)
Oufside Ditch _ IZ o.l_
T�Io-,�O.\ 20:= '1 I' �5-
1�\ ]GI
\No�uml
Grauntl
S=Ditch Slope � Proposed Dii<h
STA. Y29+75 -L- L7
DETAIL T
PIPE OUTIFT CHANNEI
( Not �o S�ale)
- �in"w. � G.ountl
����tl
Length= 20 Ff. cw, aHs� eeo
d = 3.5 F1.
EsL = 35 Tons of Closs I Rip-Rap
STA. 233+62 -L- RT
DETAIL U
SPECIAL L4TERAL'BASE' DITCH
�Nor�o S�aie�
Nat�rui
Graund 7.� T .1 �--�orioble
�
�% ill
siova
B I Min. D=1 k.
B=7 F.
FROM STA.246+23 TO STA.248-r00 -L- LT
DETAIL V
BERM DITCH
I Nal lo Scalel z
Oa �f
N 5.0' 10' S.0' u
5'
�1o.0vC'1:j �JP0..
d
�o��ina J
Min.O= 1 it.
Type of Liner= CL4S5 B Max. d= 1 Ff.
FROM STA. 237+00 TO $TA. 239+p0 -L- LT
DETAII W
FALSE SUMP f
� Nal io S�olv�
5
_ Outside Ditch
� Troffic Flow 1.� 1:l `- S-
�- 5- -.�a.o��-A
5-�iich Slope OutletPipa \
STA.262+50 -L- LT
DETAIL X
FALSE SUMP f
� Nono s�aiei b
I 5
Oulside Dit<h
`Tra�i�ic F� ti.� =;� z.a �-5 T
�S- � �
�,�„a Proposed Ditc�
S=Di�ch Slope
STA.1Z+00 -Y2]- RT
DETAIL Y
STANDARD BASE TAIL DI7CH
� noi io smlel
Nfou�nl Naiuml
u .�.� �.1 Gr�
0
Min. D=VAR F.
� 8=2 FI.
B
FROM STA. 262+74 TO STA.262+84 -L- RT
DETAIL Z
STANDARD BASE TAIL DIiCH
i �m w s�aiei
Noiurol No�u�ol
�\3,.� 3.� �Gro� d
D
Min.O=VAR Ff.
� B=VAR 2-5 Ft.
B
FROM STA. 19+50 TO STA.20+00 -Y21REV- RT
DETAIL AA
TOE PROTEC710N
� No� �o Scole�
/
o`E\ �0�.
No�ural - ,�.\ `�S\oV
Ground y.- b-� F
I I �d
d= 1.0 R.
b= d.0 Ft. �-Geotexnle
Type o(Liner= Clasi U Rip-Rap
FROM STA. 256-�75.00 TO STA.258+50 -L- RT
PROJECT REFERENCE NO. SHEET NO.
J-3/096' DETAILS
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PUNS PxEPAFSn B�':
ODRMP 54=oFA�R�EwR��� s��.E3�o
NC LICENSE NO�G2313C� (>0!j 332-2289
PERMIT DRAWING
SHEET 2 OF 22

N
Z
0
N
i
�
�T
r
C
m
s
�
D
a
T
s
�
0
�
�
0
0
a
��
a �n
o�
�o
��
m
_m
om
No
�-
N'�
HAZARDOUS SPILL BASIN
*NOT TO SCALE*
DETAIL
BASIN LAYOUT POINTS AND ELEVATIONS
POINT HSB1: Station 206+00 LT HSB2: Station 205+00 RT HSB3: Station 210+00 LT HSB4: Station 224+50 RT HSBS: Station 229+50 RT HSB6: Station 256+50
LOCATION NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS NORTH EAST RADIUS
1 859,689.08 1,915,820.16 1.0' 859,560.97 1,915,873.55 1.0' 860,029.51 1,915,971.64 5.0' 861,330.71 1,916,666.15 4.0' 861,783.71 1,916,853.70 4.0' 863,900.08 1,918,445.04 8.0'
2 859,683.87 1,915,832.07 1.0' 859,555.75 1,915,885.46 1.0' 860,027.50 1,915,976.21 5.0' 861,323.42 1,916,682.76 4.0' 861,777.34 1,916,868.21 4.0' 863,891.81 1,918,463.99 8.0'
3 859,733.04 1,915,839.45 1.0' 859,604.93 1,915,892.84 1.0' 860,056.98 1,915,983.69 5.0' 861,368.32 1,916,675.01 4.0' 861,845.42 1,916,882.17 4.0' 863,935.33 1,918,479.52 8.0'
4 859,726.33 1,915,850.41 1.0' 859,727.82 1,915,851.35 1.0' 860,054.97 1,915,988.27 5.0' 861,358.22 1,916,698.03 4.0' 861,839.59 1,916,893.90 4.0' 863,927.05 1,918,498.47 8.0'
INLET/BASE ELEV =595.0' INLET/BASE ELEV =596.0' INLET/BASE ELEV =589.0' INLET/BASE ELEV =566.0' INLET/BASE ELEV =571.0' INLET/BASE ELEV =612.0'
STORAGE ELEV = 596.8' STORAGE ELEV = 596.8' STORAGE ELEV =591.1' STORAGE ELEV = 567.6' STORAGE ELEV = 572.2' STORAGE ELEV = 613.4'
BERM/TOP ELEV = 598.0' BERM/TOP ELEV = 599.0' BERM/TOP ELEV = 593.0' BERM/TOP ELEV = 569.0' BERM/TOP ELEV = 576.0' BERM/TOP ELEV = 615.0'
OUTLEf ELEV = 594.8 OUTLET ELEV = 595.8 OUTLET ELEV = 588.8' OUTLET ELEV = 565.8' OUTLET ELEV = 570.8' OUTLET ELEV = 610.8'
PROFILE - PIPE WLET
SECTION A-A
3:1 OR FLATTER
GRADE TO DRAIN
MIN. SLOPE OF 0.3%
E
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
OUTLET STRUCTURE
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
PLAN - DITCH INLE I
PROJECT REFERENCE NO.
U-3/096'
ILW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEEf NO.
�n_�
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ruxs PREPAAA BIS
OO D R M P NC LICENSE NO�C 12t3� (>0lj332-2289
PERMIT DRAWING
SHEET 3 OF 22
PROFILE - DITCH INLET
SEi�TION A-A
DITCH PROFILE
GRADE TO DRAIN
MIN. SLOPE OF 0.3%
E
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
OUTLET STRUCTURE
HEADWALL W/SLUICE GATE
(SEE STD 838.02)

�
I T
y PROJECT REFERENCE NO. SHEET NO.
� � :� DENOTES TEMPORARY � q� �.�-J�IOyB -'��
� IMPACTS IN SURFACE WATER /
RM' SHEEf NO.
x ROADWAY DESIGN HYDRAULICS
� � DENOTES IMPACTS IN / y`j� � ENGINEER ENGINEER
ISURFACE WATER
� / / 'Pp 8�
� � y, ,
�°� ��1� .s�i
I N �� ,
�
I CIP
tiy°� / �/ DOCUMENT NOT CONSIDERED FINAL
���s��� 5�� UNLESS ALL SIGNATURES COMPLETED
� e� NCDOT �`� PUNS Pnarnr� BY:
� �so Y�� � � OO DRMP ��,�sEFA���Ewaa�oso;E„o
I S/, . r�s�r�o°czs 3czezm
� saz-zzes
� F � `
� � � `� PERMIT DRAWING
I � cV \ B� ��� / N N
[� 1 1 r r T A r1 r r1 r1
I /� � \ �� /
-L- +50.00
�t,;,�_ �� 5� 180.00' LT
i�� � �� ��r��
C �I 48" WW FE CE C
I � w �1.
� 9 CL45S I RIP RAP � // �f � `wr`�^'� �
� ���'s TVPICAL�XTILE I � .f
I W 91 \ SEE DETAIL "Q" ` y S ITE 1 � W
y
= NCDOT � _
IN fiormerly SWATHMORE FARM SPECIAL L4TERP.L'V' DITCH 1 I A I LqSS B RiP RaP ? N
D8 3371 PG 501 SEE DETAIL "J" � I W,�GEOTEXTILE
I � W HEADWALL Wj SEE DETAIL "O" w
SPEQA NT DITCH SLUICE GATE' I-LX- POC SIO.ISf9O.8S = CL B RIP RAP
W W
z �\
SEE D AIL "A" INV=594.80 1\ � � I HEADWALL W/ � g p�p p,qp jfA_Ir _�"�`�`
� wr�eorex�ae —L— POT Sta.207+99.46,Z7� RT ; SLUICE GATE „ EST 1 TON � EST 5 SY CL I RIP RAP
0
� N CLA55 B RIP RAP EST 1 TON N
I +��+ � \ � SPECIAL LATERAL V' DffCH INV 588 8 � EST 5 SY . EST 7 TON
SEE DETAIL 'O'
Q — — _. _ _ 1 � SEE DE�AIL "I" � se o EST 15 SY
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N GREU, 7L 3 _ � ! 057 � C ,�tl I .— �.. I��. GREU TL-3 N 21� 4I� IZ.I" E N
� ps 8:1 - . � �, / � yR6`U, TL-3 � _L _ . - FS
I Q 10'PS _ ( . -� Q
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P
J� t�
� O L /�l j � O
L vi ' % N
IJ 10' PS 2 110' PS 8�J 4 PS 4' PS ^ J
� � -L- +2 65 '� ' � GREU,TL-3 \ I
I � �tl , :I:�osOl' �. TI£�E NCE -_ J aLL -� � — - N� 'o o,' `- — __ _-- .__�__, .. ._ ._= _ — _
W � asee as oe z, -. - '�'� � \ — � �— � � � - � � . � � � — — — — — — — — � � W
Z � � . , / ,�- � � ---- r— '- . -� f � ,,;��_ � ._ � I — � � \ �� � \ Z
I - �- _� /� i� _ - - ; �
J �050 � , CL I RIP � - _ _ — \ C �
` HEADWALL W/� — EST NI�S � �--L/-��
SPECIAL U7 DITCH SLUICE GATE F p Sy. � C � .-� SPECIAL CUT DITCH
ISEE DET L A" �NV=S .- . ` \\ � Exisnrv aiw � 8"WVJ FENCE -� .- SEE DEfAIL "A" -�
� / � � 1 �=�� ' CL45S B RIP RAP �' SPECIAL L4TERAL 'V' DRCH "4� � � SPECIAL CUT DITCH � `e� �
p� �,/ � . W/GEOTEXTILE SEE DETAIL "F" � SEE DETAIL "A" � V
I o � / � 5�r �1 / EST 4 TONS Lf'1 \ m � F
CLA�S RIP RAP SEE DETAIGFO" J m
I � � I E 60n�TAPE . . +� Sv�'`'� 1 W/GEOTEXTILE O] �
Q . i-- - �,v NPICAL) i I
� , to ��EE DETAIL "P" SPECIAL CUT DITCH �
i F j� S� � cos�P / W GEO7EXTILE�P SEE �ETnIL "A" MDB 3389AL GMZZqR
I EST 5 TONS \o DB 3389 PG 220
m 'J EST 7 SY GF
� \ �" � SEE DETAIL "O" �
I o
SPECIAL IATERAL 'BASE' DITCH �
_ � ��� SEE DEfAIL "L" � \
I � � `� � �
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L
� f
I S` ��
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, w ;
~ \ -LX- i N 25°13'S0" E 4�,
I w \ Pl Sta /6+4/Jl / 'z'.°6'
� � = 5° 0/' 26.4" (LTI
I � � D= P 00' 18.7"
o � \ L = 499.8/' /
I �— � T = 250.06'
�° R= 5.700.00' ioo� o� ioo�
m SE = SEE PLANS
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 207+00/208+15 12'X6' RCBC 0.02 < 0.01 120 50
1 -L- 206+99/207+50 Bank stabilization < 0.01 51
1 -L- 207+98/208+14 Outlet Scour Hole Stabilization < 0.01 27
2 -L- 226+82/227+21 Bank stabilization < 0.01 < 0.01 12 10
3 -L- 233+50/235+77 42" RCP-III 0.02 < 0.01 268 20
3 -L- 235+55/235+78 Bank stabilization < 0.01 22
3 -L- 233+44/233+64 Outlet Scour Hole Stabilization < 0.01 20
4-5 -L- 246+16/246+70 30" RCP-III < 0.01 < 0.01 < 0.01 0.02 < 0.01 127 10
6 -L- 250+61 /251 +17 30" RCP-I I I 0.06 < 0.01 0.01
7 -L- 255+17/256+42 36" RCP-III 0.17 < 0.01 0.02
TOTALS*: 0.23 0.01 0.03 0.07 0.01 647 90 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09

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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY: HYDRAULICS
oRMP, iNc ENGINEER
ADT 2018 = 8�809 5950 FAIRVIEW RDA�, SUITE 320
50 25 0 50 700 ADT 2038 = 10,983 LENGTH ROADWAY TIP PROJECT U-3109B 1.394 mi O CNARLOTTE,NORTHCAROLINA28210 �� ���r�p�
[phone] � �
K _ n p/0 • ENGINEEFS � PLANNEXS • SCIENTISTS NC LICENSE NO C-2213 a�� �CI%4
PLANS D— 65 % LENGTH STRUCTURE TIP PROJECT U-3109B ........... 0.030 mi FOR P.E, � �
— DIVISION OF HIGHWAYS SlGNATURE: � �
50 25 0 50 700 T= 5 %* TOTAL LENGTH OF TIP PROJECT U-3109B 1.424 mi �- � �
• • • • • • • • • • • • • 20/8 ST9NDARD SPECIFICATlONS
V= 50 MPH CHRISTOPHER K. HAIRE, PE ROADWAY DESIGN 8�, «
PROFILE (HORIZONTAL) (* TTST =4% + DUAL 1%) RIGHT OF WAY DATE: rxorEcrExc�xEER ENGINEER ��� �,��
MICHAEL D. HAGE, PE � �� �����Q
�O S O �O zO FUNC CLASS = AUGUST 30� ZO�7 pROJ6CT DES7GN ENGINEER �
MAJOR COLLECTOR LETTING DATE: xcnor coxracr:
PROFILE (VERTICAL) REGIONAL TIER JULY 17, 2018 TATIA L. WHITE, PE, PLS PE
SENlOR PRO ECT AIANAGER SIGNATURE:

BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin p
Property Corner
Property Monument E�
Parcel/Sequence Number 123
Existing Fence Line - x-
Proposed Woven Wire Fence 6
Proposed Chain Link Fence e
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -w�a- - - -
Proposed Wetland Boundary w�a
Existing Endangered Animal Boundary E^a
Existing Endangered Plant Boundary EPa
Existing Historic Property Boundary �'"
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential �'� �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap ��
Sign ;'
Well w
Small Mine �T
Foundation �
Area Outline 0
Cemetery �
Building �
School 0
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir � �
Jurisdictional Stream —J5 -
BufFer Zone 1 ez i
Buffer Zone 2 sz z
Flow Arrow E - -
Disappearing Stream , —
Spring ��� -_,_-��-�
Wetland �
Proposed Lateral, Tail, Head Ditch �
� F�
False Sump �
��'��� ��" ����� � ����.,���y �������� �� �����V���
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS.•
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF Wf1Y.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite WW Marker
Proposed Control of Access Line with
Concrete GA Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
� Orchard
cs,r rRFwsPOFrnnar✓
'� Vineyard
�AIIfPOT 35
SW� EXISTING STRUCTURES.•
T T T T MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
O MINOR:
�/� Head and End Wall
_ Pipe Culvert
� Footbridge
`W�
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�—
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TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker ��
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail
Proposed Guardrail � T T
Existing Cable Guiderail °
Proposed Cable Guiderail ° ° °
Equality Symbol �
Pavement Removal �
I�EGETATION.•
Single Tree �
$ingle $hrub p
Hedge '''"`"Y-""r`".,`"'r""
Woods Line �'''-'"'�''�l'"''-`'�
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
WG Power Line LOS C(S.U.E.*)
I.VG Power Line LOS D(S.U.E.*)
TELEPHONE:
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Existing Telephone Pole �
Proposed Telephone Pole �
Telephone Manhole OO
Telephone Pedestal ❑T
Telephone Cell Tower ,�>
WG Telephone Cable Hand Hole "H
WG Telephone Cable LOS B (S.U.E.*) - - - -�- - - -
WG Telephone Cable LOS C(S.U.E.*) ---�- --
WG Telephone Cable LOS D(S.U.E.*) �
U/G Telephone Conduit LOS B (S.U.E.*) - - - -*_- - - -
WG Telephone Conduit LOS C(S.U.E.*) ---T�- --
WG Telephone Conduit LOS D(S.U.E.*) ��
WG Fiber Optics Cable LOS B (S.U.E.*) - - - -� ��- - -
WG Fiber Optics Cable LOS C(S.U.E.*) ---� F�- --
WG Fiber Optics Cable LOS D(S.U.E.*) , F�
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
I.VG Water Line LOS B(S.U.E*)
WG Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
rv:
N Pedestal
N Tower
WG TV Cable Hand Hole
U/G N Cable LOS B(S.U.E.*)
WG TV Cable LOS C(S.U.E.*)
WG N Cable LOS D(S.U.E.*)
WG Fiber Optic Cable LOS B(S.U.E.*)
WG Fiber Optic Cable LOS C(S.U.E.*)
WG Fiber Optic Cable LOS D(S.U.E.*)
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
WG Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
55 Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic $ignal Box
Utility Unknown WG Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
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(PREUMINARY F'AVEMENT L�ESIGNI
PROP. APPROX. 3�� ASPHALT CONCRETE SURFACE COURSE, TVPE 59.58, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.08,
C1 AT AN AVERAGE RATE OF 168 LBS. PER SQ. VD. IN EACH OF TWO E 2 AT AN AVERAGE RATE OF 174 LBS. PER SQ. VD. PER 1" DEPTH TO T EARTH MATERIAL.
LAYERS. BE PLACE� IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 5�/p" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58,
G.2 AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH, TO J PROP. 8" AG�REGATE BASE COURSE. �J EXISTING PAVEMENT.
BE PLACED IN LAYERS NOT LESS THAN 1/p" IN DEPTH OR
GREATER THAN 2" IN DEPTH.
D1 PROP. APPROX. 2�/2" ASPHALT CONCRETE INTERMEDIATE COURSE, P PRIME COAT AT THE RATE OF .35 GAL. PER SQ. YD. W1 VARIABLE DEPTH ASPHALT PAVEMENT.
TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER 5�. Y0.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D,Z TYPE I19.08, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER i" R1 1'-6" CONCRETE CURB AND GUTTER. WQ VARIABLE DEPTH ASPHALT PAVEMENT.
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%p" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.06, NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
E1 AT AN AVERAGE RATE OF 456 LBS. PER S�. YD. R Z 2�-6" CONCRETE CURB AND GUTTER.
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—L— STA. 228+13.50 (END BRIDGE) TO —L— STA. 265+00.00
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—L— STA. 226 + 53.50 TO —L— STA. 228 + 13.50
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D1 2.5" I19.58
D2 VAR. I19.08
E1 4" B25.08
E2 VAR. B25.0
J 8" ABC
P .35 PRIME COAT
R7 1'-6" C&G
R2 2'-6" C&G
T EARTH MATERIAL
U EXIST. PAVEMENT
W7 WEDGING
W2 WEDGING
INSET 1 - NARROW WIDENING
PAVEMENT DESIGN TO BE USED IN NARROW
WIDENING AREAS OF LESS THAN b FEET
-L- STA. 266+37.71 TO -L- STA. 270+90.00

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PROJECT REFERENCE NO. SHEET NO.
u-3rose 2a-3
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED PINAL
UNLESS ALL SIGNATURES COMPLETED
PlA,VS PREPAR£O 6S':
ODRMP ����� a�R�Ewaa�� � 3zo
E�sE�o �=z,3� az,oE
„oa,3-,:-:zas
PAVEMENT SCHEDULE
C1 3" S9.5B
C2 VAR. S9.5B
D1 2.5" I19.58
D2 VAR. I19.08
E1 4" B25.08
E2 VAR. B25.0
J 8" ABC
P .35 PRIME COAT
R7 1'-6" C&G
R2 2'-6" C&G
T EARTH MATERIAL
U EXIST. PAVEMENT
W7 WEDGING
W2 WEDGING
$, �
r � 9.5" �^
Z ( '� 1
� � �� E1 �
� u
� � ��V` VAR. SLOPES '
VAR• T�z � `ti�� ������� SEE X-SECTIONS �� �
4:1 /N,4X.
q:l n�//��� ORIGINAL GROUND %� �
T
� INSET 2 - NARROW WIDENING
PAVEMENT DESIGN TO BE USED IN NARROW
WIDENING AREAS OF LESS THAN b FEET
-Y21REV- STA.20+04.18 TO -Y21REV- STA.21+75.00

DETAIL A
SPECIAL NT DITCH
� Noi �o S�ule)
� Frenf
ond,
NoNial � b'� �g Slope
Gro��d 3.� p F�o
Min. D=1A H.
FROM STA.196+50 TO STA.199+50 -L- LT
FROM STA.196+00 TO STA.198+50 -L- ftT
FROM STA. 203+00 TO STA.205+00 -L- RT
FROM STA. 203+50 TO STA.205+97 -L- LT
FROM STA.208+71 TO STA.211+00 -L- RT
FROM STA.212+50 TO STA.213+50 -L- RT
FROM STA.213+65 TO STA.214+00 -L- RT
FROM STA. 218+00 TO STA.220+00 -L- ftT
FROM STA. 222+00 TO STA.224+40 -L- RT
FROM STA. 224+00 TO STA.224+60 -L- LT
FROM STA. 229+90 TO STA.230+50 -L- LT
FROM STA. 230+00 TO STA.232+00 -L- RT
FROM STA. 233+50 TO STA.234+50 -L- LT
FROM STA. 243+00 TO STA.245+50 -L- RT
FROM STA. 246+54 TO STA.249+00 -l- RT
FROM STA. 249+00 TO STA. 250+50 -L- RT
fROM STA. 243+06 TO STA.246+23 -L- LT
FROM STA. 253+76 TO STA.255+50 -L- LT
FROM STA. 17+50 TO STA.18+00 -Y21REV- RT
FROM STA, 19+50 TO STA. 21+50 -Y21REV- RT
DETAIL B
SPECIAL CUT DITCH
�Nol�o Scole�
No�uroi A'� �( DI<h
c,au�d 3:� p F�oe` sio�
d
Gaofamla Min. D=1 F.
Type of Liner= Class II Rip-Rap Max. d=1 H.
FROM STA. 235+65 TO STA.237+00 -L- LT
DETAIL C
SPECIAL L4TERAL 'V' DITCH
�nmm s�oiel
Nol�ral � \°�0 '-Fill
Graund �.� D F�O � Slope
Min. D=1 Ft.
FROM STA.251+50 TO STA.252+50 -L- RT
DETAIL D
SPECIAL L4TERAL 'V' DITCH
i No� �o s�oiei
\� Fill
�p� p.\ �� Slope
Gro��d 3:) p F� �e�
d
Geo�e.�ile � Min. D=1 H.
Type olLiner= Closs B Rip-Rop Max.d=1 Ff.
FROM STA. 249+50 TO STA. 250+50 -L- RT
DETAIL E
SPECIAL LP.TERAL 'V' �ITCH
� Nol ro Scole�
� FIII
Nan,�i 1'� °` sioae
- -�3. ' D F� �yc
a
Geo�e.fle � Min. D=1 F.
Type of Liner= Class I Rip-Rap Max. d=1 Ff.
FROM STA. 245+50 TO STA.246+54 -L- RT
C
�
�
0
0
r
�
a
T
�
0
�
�
��
a�
_T
�-'O
Q3
m�
DETAIL G
SPECIAL CUT BASE DITCH
�Nolfo 5<ole)
Grund z'� p 4"�
� Farioble
a �n
Slopo
Min. D=1 ft.
8=2 F.
FROM STA. 16+50 TO STA.17+50 -Y21REV- LT
FROM STA. 18+00 TO STA.19+50 -Y27REV- RT
FROM STA. 11+00 TO STA. 12+00 -Y22REV- RT
DETAIL H
SPECIAL L4TERAL 'V' DITCH
�H ��o scoie�
uml
roun 1:l �(D .�.\ voriohle
d � sior»
voo�e�na�-I M��. o=i w.
iype of Liner= Class B Rip-Rap Max. d=1 F.
FROM STA.257+11 TO STA. 259+00 -L- LT
DETAIL I
SPECIAL LATERAL 'V' DITCH
�rvo��o s�alei
� ,�n
ro��i
7:! D ,�.�
d
Geo�eN�le � Min. D=7 FI.
Mox. d=1 Ft.
Type of Liner= Class B Rip-Rop b=5 Ff.
FROM STA. 208+00 TO STA. 209+00 -L- LT
DETAIL J
SPECIAL L4TERAL 'V' DITCH
i No,�o s<aiai
b 'L�
Natural
�� 7:! ,��
D
d Min. D=1 F.
Georo.fle� Max.d=1 Ft.
b=5 fl.
Type of Liner= Closs I Rip-Rap
FROM STA. 207+00 TO STA. 208+00 -L- LT
DETAIL K
BERM 'V' DI7CH
� Noi io Scole7
No�ural
I I
Ground ��� p �y'� RDWY
w �Min. D=1 H.
6=5 F. ��
FROM STA.231+ffi TO STA.234+00 -L- LT
FROM STA. 237+00 TO STA. 243+06 -L- LT
FROM STA.243+06 TO STA.246+00 -L- LT
DETAIL L
SPECIAL LATERAL 'BASE' DITCH
( Nor ro S�ale�
6 1�
Nolural
� F'�o 3'�
� ef' D
Min. D=1 Ft.
B 8=2 Ft.
b=5 H.
FROM STA. 206+00 TO STA.207+17 -L- RT
FROM STA. 226+00 TO STA. 226+86 -L- RT
FROM STA. 227+22 TO STA.227+41 -L- RT
FROM STA.234+50 TO STA. 237+00 -L- RT
DETAIL M
SPECIAL LATERAL 'BASE' DITCH
� Noi lo Sco�e�
/Naeu.al
ro�� 7� p ti.�
d Min. D=1 Ff.
Mox. d=7 H.
B B=3 Ft.
Type of Liner= Closs B Rip-Rap 6=5 F�.
FROM STA.235+65 TO STA. 237+00 -L- LT
DETAIL N
SPECIAL LATERAL 'V' DITCH
� N � �o Scole�
♦
6 1
ural
ro�� 3.� D 3'�
Min. D=1 F�.
Max.6=5 F.
FROM STA. 207+34 TO STA. 208+71 -L- RT
FROM STA.234+50 70 STA. 235+50 -L- LT
FROM STA.249+78 TO STA.257+00 -L- LT
FROM STA. 257+00 TO STA. 253+00 -�- LT
FROM STA.253-F77 TO STA.255+50 -L- LT
FROM STA.250+50 TO STA. 253+69 -L- RT
FROM STA.253+69 TO STA. 255+28 -L- RT
FROM STA.11+90 TO STA.14+00 -Y21REV- RT
FROM STA. 10+50 TO STA. 13+50 -Y27REV- LT
DETAIL "O"
RIP RP,P AT EMBANKMENT
� Nol ro Scole�
to m��.-
oa�n �'�-
Grade 1.0'min. -1.5'
•
GEOTEXTILE�� �-NWS
See plans far quantiiiex
STA.207i-00 -L- RT NW5=581.2
STA. 207+38 -L- RT NWS=581.2
STA.207+99 -L- LT NW5=578.1
STA.208+20 -L- LT NW5=578.1
STA.226+87 -L- RT NWS=539.9
STA.227+24 -L- RT NWS=539.9
STA.235+65 -L- LT NWS=WA
STA. 235+77 -L- LT NWS= WA
DETAIL P
INLET TYPICAL
(LT TO RT LOOKING DOWNSTREAM�
�Noi�o scole�
BE�NCH DEFITM
O%.0.5' I P�1 � STREAM �EPiH tuml
E%CAVATE APPO%.i'(IYP.1 /Ground
� / i
CVSS'I'RIPRAP �
KEYED-IN
W/GEOiEYiItE (IYP.) ^'�
LOW FLOW BENCH J CHANNEL WIDTH
YAAIES FROM 0' TO 6 BARIES FROM
6' i0 B'
EST TON ClASS I RIP RAP=27 TONS EyCnVnTION=26 CY
EST GEOTEXTILE=34 SY
STA. 207+44 -L- RT
DETAIL Q
OUTLET TYPICAL
�LT TO RT LOOKING DOWNSTREAM�
� Nm m s<aia�
BENCH DERH
PPO%.0.5'(IYP.� y7REPM DEPTH Nalurol
E%CAVqTf� APPO%.3'(IYP.1 /Graund
� _
uss 'i' �v RAv
KEYED-IN
W/GEOTEXIIIE (IVP.� ��
�RIP RAP KEYED-AN
LOW FLOW BENCH BELOW CHANNEL
VARIES FROM 0'TO 6 BEO
CnnHHe� wiorH
BARIES FqOM
6' i0 8'
EST TON CL455 I RIP RAP=59 TON$ ExCnvnnON=49 Cv
EST GEOTEXTILE=74 SV
STA. 208+00 -L- LT
DETAIL R No
FA�LSE SUMP
� N t to Scale)
Outside Ditch
Traffic Flow _ l0.
�y0'. � 7 � Z' �- S -
� 2GI
S=Ditch Slope f� Proposed Ditch
STA.273+10 -L- LT
STA. 224+70 -L- LT
STA 19+43 -Y21REV- LT
DETAIL S = x
FALSE SUMP No
(Nmm s�oe� o�
Ou�side Ditch - Ix.o•I_ t.5-
Tmffi< Flow �o�� �Oq _ 'I I`
� � � 3GI
- �No��.e�
Ground
S=Ditch Slope ¢ Proposed Difch
STA.229+75 -L- LT
DETAIL T
P�PE OUTIfT CHANNEL
� Nol to Scalaf I
_ -� 'W� o �r � ��y.+y. a G�ound
Lengfh= 20 Ft. � as �
d= 3.5 Ft.
Est= 35 Tons of Class I Rip-Rap
STA. 233+62 -L- RT
DETAIL U
SPECIAL L4TERAL 'BASE' DITCH
� Noi �0 5<alel
No�ural
Ground 7;� .�� �Vonoble
� lill
Slopa
B Min. D=1 k.
B=] Ft.
FROM STA. 246+23 TO STA.248+00 -L- LT
DETAIL V
BERM DITCH
� No� ro S�oie� _
o� aE
N 5.0' 10' S 0' v
5'
F
Ia.o'v.G 1�j � JP d
esa«ria �
Min. D= 1 Ft.
Type of Liner= CLA55 B Mon. d= 1 Fi.
FROM STA.237+00 70 S7A. 239+00 -L- LT
DETAIL W
FALSE SUMP �
� No� ro S�ala�
5'
Oufside Ditch
Tra ic F ow ti.� 7:) �- 5-
�- S- �2.o'f
S=Ditch Slope OutletPipe�
STA. 262+50 -L- LT
DETAIL X
FALSE SUMP �
�No��o Scale� Q
5' �
Outside Ditch � Z. Z.o� �5-
Tr ic F ow '�/ �
_�5� ��
S=DifcM Slope �ro��a Proposed Ditch-
STA. 12+00 -Y22- RT
DETAII Y
STANDARD BASE TAIL DITCH
�Noi�o s�aie�
Nai ral rol
roun 3.� ,�-1 G�oun
D
Min. D=VAR H.
�.{ 8=2 F.
B
FROM STA. 262+74 TO STA.262+84 -L- RT
DETAIL Z
STANDARD BASE TAIL DITCH
�Not�o Scale�
Noruml Noou�ni
ro�� 3,.� p 3"1
Min. D=VAR F.
H B=VAft l-5 if.
B
FROM STA.19+50 TO STA.20+00 -Y21REV- RT
DETAII AA
TOE PROTECTION
�No��o Scole)
� F� �e(
Norural -� .�,.��`�S�o�
Graund � _ y _
�•� �d
6= 4.0 F�f. �Geoienlle
Type of Liner= Class B Rip-Rap
FROM STA. 256+75.00 TO STA. 258+50 -L- RT
PROJECT REFERENCE NO. SHEET NO.
u-3rose 2c�-i
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED PINAL
UNLESS ALL SIGNATURES COMPLETED
PlA,VS PREPAR£O 6S':
OO DRMP ����� a�R�Ewaa�� � 3zo
E�sE No � zz,3� az'°E
pon�a�ez-zzes

�
N
Z
�
N
i
�
HAZARDOUS SPI LL BASI N DETAI L
*NOT TO SCALE*
PROIECT REFERENCE NO. SHEET NO.
U- slOgB 2D-2
RN✓ SHEET NO.
ROADWAY DESIGN HYDRP.ULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
m..ws rnernrsen er.
ODRMP N���E�sER�a��z°3°,aaa�33���as
BASI� lAYOUT PC]�NTS ANO ELEVATIflNS
PQINT HSBl: Station 2�16+(7�} LT H582: 5tation 2Q5+00 RT H5B3: SYatibn 21Q}+(lD L� HSB4: Station 224+50 RT H585: Station 2iJ+56 R� HSB6: Station 256+Sfi I
LOCATIf)N NCDR7H EAST RADIl7S NC�RTW EAST RADIVJS NORTH EAST RADIUS NORTH EkST RAf71U5 NOR�FI EAST RA�IUS N{D�iTH fAST RADCUS
3 859,589.Q8 1,915,820•15 l.a' 859,56�Q.97 1,915,873.55 l.d' 864,029.5P 1,915,9i1.64 5.0' 861,33d.7i 1,91�i,655.15 4.d' 861,783.71 i,91b,853.7a 4.0' 863,906.08 1,918,445.0�4 8.0'
2 $55.G$�.$i 1,915,$32.07 S.0' $59,555.75 1,J15,$g5,46 1.f?' 86[1.027.5i] 1,915,976.21 5.0' 861,*���.A2 1,916.6$2.7b 4.0' 85Y,777.34 1,916,�.21 4.0' 863,$�1.$1 1,918,453.5� B,CO'
3 859,733.i1�44 1,915,839.Q5 �.0' 859,604.93 3,915,892.84 1.0' 86C1,056.98 1,915,983.69 5.0' 861,36�.32 � 1,915,ia75,01 4.0' 861,845.42 1,935,882.17 4.0' �63,935.33 1,918,479.52 $A" I
86
4 F359,726.33 1,915,$50,41 S.0' 859,727.82 1,915.851.35 1.0' 8fQ,054.97 1.915,988.27 SA' 861,358.22 1,915,648.d3 4.6' 86fl,839.59 Y,9bb.893.9a 4,0' 863,927.05 1,918,498.47 8,.0'
INLET/BASE ELEV = 595.0' IMLETJBASE �ELEV = SJ6.Q' IAfLET/BASE ELEV = 589A' IMLEg/�BASE ELEV = 566.0' IIWLET/BASf ELEV = 571.0' INLE7/BASE ELEV = 612.fl'
STflRAGf ELEV = 59Fi.8' STQRAGE IELEV = 596.8' STC}RAGE ELEV =591.1' STdRAGE EEfV = 567.5' ST{DRAGE ELEV � 572.2" STO�AGE ELEV = 613.4'
BERM/TOR ELEV = 598.0' BERMJTOP ELEV = 599.0' BIERMrfOP ELEV = 593.0' B�'RMITOP ELEV =569,D" BERNfITL3P ELEV = 576.m" BERM/T�R ELEV = 615.Q"
OUTLE� ELEV = 544.8 QUT�ET ELEV = 595.$ OUTL�T ELEV = 588.8' OV�TLET ELEW = 565.8' OUTI�E� EIEV = 57Q.8' OUT�ET ELEV = 610.8'
PROFILE - PIPE INLET
sEcrioN a-n
3:1 OR FLATTER
Iz
\
�� GRADE TO DRAIN
MIN. SLOPE OF 0.3%
E
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
OUTLET STRUCTURE
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
PLAN - DITCH II`JLET
PROFILE - DIT�H INLET
SECT10�I A-A
DITCH PROFILE
GRADE TO DRAIN
MIN. SLOPE OF 0.3% _
E
HEADWALL W/SLUICE GATE
(SEE STD 838.02)
OUTLET STRUCTURE
HEADWALL W/SLUICE GATE
(SEE STD 838.02)

S&][M[M[AY�'9� �]F EAY�'d']HW4'�RI�
Station Station Uncl. Undecut Embank. Borrow Waste
Excav. +"/o
-L- 196*00 -L- 226+00 78,832 24,227 54,605
(18,000 Unsuit. Excavation Per Geotech Report)
-Y23-19+30 I -V23-20+16 II 182 I I 2 I I 180
L055 DUE TO CLEARING AN D GRUBBING
(PER GEOTECH REPORT)
WASTE IN LIEU OF BORROW
TPROJECTTOTALS:
I
GRAND TOTALS:
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
Note:Approximate quantities only. UndassiFied Encavation, eorrow
Ezcavation, Shoulder Borrow, Fine Grading, Clearing and Gru66ing, Breaking
of Existing Pavement, and Removal of Existing Pavement wil I be paid for at
[he contrac[ lump sum price forqradin�.
Note: Earthwork quanticies are calculated by the Roadway Design Unit. Th�
earthwork quantities are based In part on subsurface data provided by the
131 GeotechnicalEngineeringUni[.
131

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