20170719 Ver 1_1132B_REG_NWP6-Cover-Letter-and-Attachments_20170609

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��nnecting a!! points o{ the Triangl��
June 2, 2017
Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Rob Ridings
NC DWR Transportation Permitting Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: 404/401/Jordan Buffer Pre-Construction Notification
Nationwide Permit 6 8 GC 4085 Application for Durham-Orange Light Rail Transit Project
USACE Action ID SAW-2012-00957
Durham and Orange Counties, North Carolina
Dear Madam and Sir:
GoTriangle is currently developing the design for the Durham-Orange Light Rail Transit (D-O LRT) Project
in Durham and Orange Counties. The attached Pre-Construction Notification Form pertains to the
collection of geotechnical data necessary for the preparation of final plans for the tracks, retaining walls,
bridges, and other components of the light rail project. The attached figures illustrate the project vicinity,
design, and proposed geotechnical data collection.
The attached Pre-Construction Notification Form details the temporary impacts that would be anticipated
to result from the proposed geotechnical investigation. This geotechnical investigation effort is necessary
to support the design at the proposed locations in and around wetlands, streams and buffers under the
jurisdiction of the U.S. Army Corps of Engineers (USACE) and N.C. Division of Water Resources.
Please be advised, GoTriangle is concurrently submitting a Non-Recreational Land Outgrant Application
to the USACE, under a separate cover to Carol Banaitis and Michael Hosey, to request temporary site
access and temporary use of a portion of the government property at B. Everett Jordan Dam and Lake —
Jordan Game Land for the purpose of conducting geotechnical surveys in support of the D-O LRT
Project. GoTriangle acknowledges that it must receive approval from the USACE before initiating any
geotechnical surveys on Government Land.
Thank you for your continued coordination on this project. We are happy to answer any questions
regarding this Pre-Construction Notification Form. Please contact Meghan Makoid of GoTriangle at 919-
485-7554 or mmakoid(a�qotrianqle.orq, or John Jamison of HDR (Project's General Engineering
Consultant) at 919-232-6625 or John.Jamison(a�hdrinc.com.
Sincerely,
David A. Charters, Jr., PE
Manager, Design & Engineering
Page 1 of 2
WBS 1132B
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� Triangle
Connecting all points of the Triangle
June 2, 2017
Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Rob Ridings
NC DWR Transportation Permitting Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: 404/4011Jordan Buffer Pre-Construction Notification
Nationwide Permit 6 8� GC 4085 Application for Durham-Orange Light Rail Transit Project
USACE Action ID SAW-2012-00957
Durham and Orange Counties, North Carolina
Dear Madam and Sir:
GoTriangle is currently developing the design for the Durham-Orange Light Rail Transit (D-O LRT) Project
in Durham and Orange Counties. The attached Pre-Construction Notification Form pertains to the
collection of geotechnical data necessary for the preparation of final plans for the tracks, retaining walls,
bridges, and other components of the light rail project. The attached figures illustrate the project vicinity,
design, and proposed geotechnical data collection.
The attached Pre-Construction Notification Form details the temporary impacts that would be anticipated
to result from the proposed geotechnical investigation. This geotechnical investigation effort is necessary
to support the design at the proposed locations in and around wetlands, streams and buffers under the
jurisdiction of the U.S. Army Corps of Engineers (USACE) and N.C. Division of Water Resources.
Please be advised, GoTriangle is concurrently submitting a Non-Recreational Land Outgrant Application
to the USACE, under a separate cover to Carol Banaitis and Michael Hosey, to request temporary site
access and temporary use of a portion of the government property at B. Everett Jordan Dam and Lake —
Jordan Game Land for the purpose of conducting geotechnical surveys in support of the D-O LRT
Project. GoTriangle acknowledges that it must receive approval from the USACE before initiating any
geotechnical surveys on Government Land.
Thank you for your continued coordination on this project. We are happy to answer any questions
regarding this Pre-Construction Notification Form. Please contact Meghan Makoid of GoTriangle at 919-
485-7554 or mmakoici c7,gokrian�l� orq, or John Jamison of HDR (Project's General Engineering
Consultant) at 919-232-6625 or Joh�.Jamisan(c�hdrin�.��r�.
Sincerely,
David A. Charters, Jr., PE
Manager, Design & Engineering
Page 1 of 2
WBS 1132B
www.gotriangle.org

June 2;2017
Jean Gibby, USACE
Rob Ridings, NC DWR
RE: 404/401/Jordan Buffer Pre-Construction Notification Nationwide Permit 6& GC 4085 Application for Durham-Orange
Light Rail Transit Project USACE Action ID SAW-2012-00957 Durham and Orange Counties, North Carolina
Cc: Stanley Mitchell, FTA Region IV Environmental Protection Specialist
Meghan Makoid, GoTriangle Environmental Planner
John Jamison, HDR Environmental Scientist
Shannon Maness, USACE Chief Ranger
Travis Wilson, Wildlife Resources Commission Eastern District NCDOT Permit Coordinator
Attachments:
Pre-Construction Notification Form
Geotechnical Boring Plan Sheets
Summary Table of Relevant Borings
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Page2of2
WBS 1132B
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 6 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Durham-Orange Light Rail Transit Project — Design Phase
2b. County: Durham, Orange
2c. Nearest municipality / town: Durham, Chapel Hill
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Numerous properties; landowners will be notified and GoTriangle will gain permission
prior to work, similar to the NCDOT process
3b. Deed Book and Page No. Private parcels and existing rights-of-way and easements
3c. Responsible Party (for LLC if David Charters, PE
applicable):
3d. Street address: PO Box 13787
3e. City, state, zip: Research Triangle Park, NC 27709
3f. Telephone no.: 919-485-7558
3g. Fax no.:
3h. Email address: [e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Chris Jones, PE — Geotechnical Engineer
5b. Business name HDR Engineering, Inc.
(if applicable):
5c. Street address: 555 Fayetteville Street, Suite 900
5d. City, state, zip: Raleigh, NC 27601
5e. Telephone no.: 919-232-6620
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Light Rail Corridor— see attached plan sheets
1 b. Site coordinates (in decimal degrees): Latitude: 35.962 Longitude: - 78.961
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 13,000 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Creek, New Hope Creek, Sandy Creek, Third Fork
proposed project: Creek
2b. Water Quality Classification of nearest receiving water: WS-IV (Little Creek); WS-V,NSW (others)
2c. River basin: map is available at Cape Fear, Neuse
http://h2o.enr.state. nc. us/admin/maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The corridor extends between southwest Chapel Hill to Durham along the NC 54, Interstate 40, US 15-501, Erwin Road,
NC 147, Pettigrew Street, and NC-55/Alston Avenue transportation corridors. The corridor spans a diverse range of land
uses, including institutional uses of the major universities and medical facilities, but also urban and suburban commercial,
residential, and mixed uses.
3b. List the total estimated acreage of all existing wetlands on the property: 27.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 30,000
3d. Explain the purpose of the proposed project: The purpose of the project is to provide a high-capacity transit service to
improve mobility, expand transit option, and support future development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Durham-Orange Light Rail Transit (D-O LRT) Project is a planned 17.7 mile light rail transit line between UNC
Hospitals in Chapel Hill and North Carolina Central University in Durham. The D-O LRT Project includes 17.7 miles of
double track on a fixed guideway (10 miles at-grade ballasted track, 3.7 miles of at-grade embedded track, and 4 miles of
trackway on elevated structure) with 18 light rail stations (16 at-grade, 1 on elevated structure, and 1 on retained fill). The
project also includes one Rail Operations Maintenance Facility, located between I-40 and Farrington Road, which will
include office space, conference rooms, and areas to store equipment, service, and maintain the light rail vehicles.
GoTriangle is currently developing the design for the D-O LRT Project. This Pre-Construction Notification form pertains to
the collection of geotechnical data necessary for the preparation of final designs and plans for the tracks, retaining walls,
bridges, and other components of the light rail project. The attached figures illustrate the project vicinity, design, and
ro osed e ui ment that would be used in the eotechnical data collection.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past? Comments: Action ID: 201200957
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary � Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: STV Associates for
GoTriangle
Name (if known): Brandon Phillips et al. Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Verified by USACE on 4/8/14, 5/12/14, and 11/7/14, with updates in 2015 as well. Action ID: 201200957
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for � Yes ❑ No � Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Previous geotechnical investigations may have required NWP 6 notifications as well
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem orar T
W1 ❑ P� T Land Clearin Bottomland � Yes � Corps —0.21
g Hardwood Forest ❑ No ❑ DWQ
W2 ❑ P� T Land Clearing Scrub/Shrub � Yes � Corps —0.05
� No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.26
2h. Comments: The selective land clearing needed to access the drill sites does not include grubbing; portions of the
temporary clearing will occur in forested areas and portions will be in non-forested areas, and we've approximated the clearing
acreages.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P� T Equipment Crossing Little Creek � PER � Corps 40 15
❑ INT ❑ DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 15
3i. Comments: This temporary impact would allow low-pressure drilling equipment to cross Little Creek in order to minimize
the overall clearin foot rint alon Cor s-owned ro ert and avoid removin a substantial len th of uardrail alon NC 54 for
Page 5 of 12

access to a future bridge crossing site, just NW of NC 54 (at 35.9067, -78.9958). Please see attached Boring ID #'s and
Location Table.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P)
or Temporary
T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require miti ation, then ou MUST fill out Section D of this form.
6a.
� Neuse ❑ Tar-Pamlico � Other: Jordan Lake
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
B1 ❑ P� T TC ea�n ry Multiple ❑ Yes 2000 2500
g � No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts 2000 2500
6i. Comments: Approximately 6 geotechnical borings will be placed in BZ1 and approximately 11 will be placed in BZ2. All
impacts will be temporary and no grubbing is planned. Per communication with Jennifer Burdette (March 9, 2017) these are
Exempt and/or Allowable under the rules, as each one is less than 1000 square feet. Buffer impacts only occur in the Jordan
Lake basin.
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Every effort was made to minimize the number of geotechnical borings placed in wetlands. Borings were located in
wetlands only when no other alternative was available (trees, debris, or other obstacles were located in the area where
the boring needed to be placed).
Effort will be taken to minimize ground disturbance on both private and public property. Care will be taken to ensure the
property is left as close to the original condition as reasonably possible. All surface disturbances will be restored in
accordance with any permits or regulatory requirements. Equipment requiring easy access or drive to setups, such as
along roadways and roadway shoulders, a truck or trailer-mounted drill rig may be used. In wetlands, for soft, wet ground
areas, a relative low-ground contact pressure drill rig will be mounted on a tracked marsh buggy to limit ground
disturbance.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimal to light clearing (but no grubbing) will be required to access some of the geotechnical borings. If possible, hand
clearing with a chainsaw will be used for access. If necessary, a skid-steer type forestry-cutter operated by a private sub-
contractor may be required. This machine will cut a path approximately 12 feet wide, cutting only small brush and trees.
The drillers will re-seed if they disturb the riparian area enough to repair it. However, disturbance is typically not enough
to require replanting (the root mass is typically left intact for everything to re-sprout quickly). Additionally, they will avoid
cutting any trees over 5" dbh where feasible (they work around sizable trees rather than stopping to chainsaw them).
Occasionally ruts occur if the soil is soft or wet, in which case they will restore the grades as they exit the site.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes � No
buffer mitigation? I�es, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: No impervious surfaces are being created; this geotechnical ❑ Yes � No
investigation effort only requires temporary vegetation disturbance.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The geotechnical investigation only involves temporary disturbance with no change in vegetation cover and no new
impervious surface.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? n/a n/a
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): n/a ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached? n/a
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): n/a
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? n/a ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? n/a � Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? n/a ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: The Federal Transit Administration (FTA) and GoTriangle, in cooperation
with the U.S. Environmental Protection Agency (EPA), U.S. Army Corps of Engineers
(USACE), and Federal Highways Administration (FHWA) prepared: a Durham-Oranqe
Liqht Rail Transit Proiect Draft Environmenta/ Impact Statement DEIS and Draft Section
4(fl Evaluation (August 2015), Durham-Oranqe Lipht Rail Transit Proiect Combined � Yes ❑ No
Fina/ Environmenta/ Impact Statement/Record of Decision (Combined FEIS/ROD) and
Fina/ Section 4[fl Determination (February 2016), Durham-Oranqe Liqht Rail Transit
Project Supplemental Environmental Assessment (Supplemental EA) (November 2016),
and Durham-Oranqe Liqht Rail Transit Proiect Amended ROD (December 2016), all of
which have been reviewed by the State Clearing House and approved by FTA.
All NEPA documents and accompanying signature approval pages are available on the
GoTriangle project website http://ourtransitfuture.com/librarv/Irt/.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ SurFace Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Cumulative impacts for the Durham-Orange Light Rail Transit Project were analyzed in the DEIS (section 4.17) and
Supplemental EA (section 3.15) and documented in the Combined FEIS/ROD and Amended ROD. These documents are
available on http://ourtransitfuture.com/library/Irt/. This geotechnical investigation effort will not result in cumulative impacts;
therefore additional documentation is not required for this effort.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. n/a
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
� Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
FEIS/ROD and additional project documentation. Michaux's sumac surveys have been conducted and concluded with a
MANLAA finding.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH ma er
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of historic, archaeolagical and cultural resources was completed in the DEIS (section 4.5) and Supplemental EA
(section 3.6) and documented in the Combined FEIS/ROD and Amended ROD in compliance with Section 106 (36 C.F.R. 800)
and in consultation with the North Carolina State Historic Preservation Office. These documents are available on
http:/lourtransitFuture.coMlibrarvflrU. The historic archaeological, and cultural resource sites identified in the NEPA
documentation were reviewed for overlap with the wetland/stream/buffer impact areas affected by the proposed geotechnical
investigation. The proposed geotechnical investigation would not result in direct effects to any known historic, archaeological, or
cultural resource sites.
A Memorandum of Agreement (January 21, 2016) between the Federal Transit Administration, Research Triangle Regional
Public Transportation Authority (d/b/a GoTriangle), and North Carolina State Historic Preservation Office was developed for the
D-O LRT Project. This MOA is included in the Combined FEIS/ROD (anqendix B.4.2). All geotechnical investigation and
construction-related activities will be performed under this MOA and in full compliance with all state and federal laws. In the
event of any unanticipated discovery or archeological findings, proper procedures outlined in the MOA will be followed to contact
the proper authorities and all work will cease in the area of the unanticipated discovery or archaeological findings.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Some borings may occur within 100-year floodplains, but no significant change in the floodplain is anticipated.
8c. What source(s) did you use to make the floodplain determination? NC Floodmaps data
�IA�►� �• ���s, J�— ��� 1�.��`-- ��y��7
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.)
Page 12 of 12

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10 5 0 10 20
VERTICAL
578
DESIGNEDBY: CBJ
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°ATE: 2/10/2017
579
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Il➢ff81E1LIAAIN.��BY 1P]L,�N�
DO NOT U92 POR CONSTRUCTION
580
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HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
581 582
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEM ENTAL
ENGINEERING,
& ADVANCED
PERMITTING
583 584 585 586 587 588
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
.� EBT STA. 576+00.00 - STA. 588+00.00
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DRAWINGNO.: �^,_n� I SHEETNO.:
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598
GRAPHIC SCALES:
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599
DESIGNEDBY: CBJ
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601
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602
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HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
603
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEMENTAL
ENGINEERING,
& ADVANCED
PERMITTING
604 605 606 607 608 609
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
.� EBT STA. 598+00.00 - STA. 609+00.00
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°ATE: 2/10/2017
611
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Il➢ff81E1LIAAIN.��BY 1P]L,�N�
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613
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HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
614
PHASE 2
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615 616 617 618 619 620
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
.� EBT STA. 609+00.00 - STA. 620+00.00
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555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
625
PHASE 2
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PERMITTING
626 627 628 629 630 631
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
:� EBT STA. 620+00.00 - STA. 631+00.00
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Raleigh, NC 27601-3034
717
PHASE 2
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PERMITTING
718 719 720 721 722 723
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
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HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
729
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEM ENTAL
ENGINEERING,
& ADVANCED
PERMITTING
729 730 731 732 733 734
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
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736
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738
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HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
739
PHASE 2
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& ADVANCED
PERMITTING
740 741 742 743 744 745
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
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.� EBT STA. 734+00.00 - STA. 745+00.00
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750 751
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEMENTAL
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PERMITTING
752 753 754 755 756
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
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VERTICAL Raleigh, NC 27601-3034
761 762
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEMENTAL
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PERMITTING
763 764 765 766 767
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
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555 Fayetteville Street, Suite 900 & ADVANCED
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846 847 848 849 850
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
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� ���� � � � �:: ..�� PROJECT NO.:
DRAWING NO.: TW_� �� I SHEET NO.:

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861
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862
DESIGNED BY: CBJ
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PHASE 2
��� DESIGN FEASIBILITY
STUDIES,
SUPPLEMENTAL
HDR Engineering, �n�. ENGINEERING,
555 Fayetteville Street, Suite 900 & ADVANCED
Raleigh,NC27601-3034 PERMITTING
867 868 869 870 871 111
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
EBT STA. 861+00.00 - STA.871+00.00
� ���� � � � .�. �.. PROJECT NO.:
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1033
DESIGNEDBY: CBJ
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°ATE: 2/10/2017
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1035 1036
���
HDR Engineering, Inc.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
1037
PHASE 2
DESIGN FEASIBILITY
STUDIES,
SUPPLEM ENTAL
ENGINEERING,
& ADVANCED
PERMITTING
1038 1039 1040 1041 1042
DURHAM-ORANGE LIGHT RAIL TRANSIT PROJECT
TRACK ALIGNMENT PLAN AND PROFILE
.� EBT STA. 1031+50.00 - STA. 1042+00.00
� ���� � � � �:: ..�� PROJECT NO.:
DRAWING NO.: TW_� �� I SHEET NO.:

Borehole ID Northing Easting Latitude Longitude Station Elev. Total Depth (ft)
52 B14 782121 1989388 35.8989624 -79.03583078 64+59 283.7 55
S3 B5 784672 Z000996 35.90597568 -78.99663678 259+03 Z35.2 65
S3 B6 784757 2001107 35.90620918 -78.99626196 260+43 233.9 65
S3 B7 784841 2001220 35.90643993 -78.99588037 261+83 233.8 55
S3 69 785010 2001441 35.90690418 -78.99513408 264+63 234.2 55
S3 B10 785084 2001514 35.90710746 -78.99488757 265+68 236.6 65
53 612 785261 2001623 35.90759369 -78.99451946 267+78 241.6 50
S5 B6 800900 2000980 35.95055656 -78.99668898 492+11 303.0 55
S6 B13 803721 2005181 35.958305 -78.98249382 572+32 255.7 60
S6 B15 803776 Z005264 35.95845605 -78.98Z21333 573+3Z 252.9 60
S6 B16 803803 2005306 35.95853021 -78.9820714 573+82 252.6 60
S6 B17 803831 2005348 35.9586071 -78.98192947 574+32 248.8 60
S6 B18 803858 2005390 35.95868126 -78.98178754 574+82 248.3 60
S6 B19 803916 2005477 35.95884055 -78.98149353 575+87 248.1 60
S6 B21 804001 2005607 35.95907398 -78.98105422 577+42 247.8 60
S6 623 804056 2005690 35.95922503 -78.98077373 578+42 Z47.5 60
56 B24 804084 2005732 35.95930193 -78.98063179 578+92 248.2 60
S6 B25 804111 Z005774 35.95937608 -78.98048986 579+4Z 248.1 60
S6 B26 804138 2005816 35.95945023 -78.98034792 579+92 248.4 60
S6 B27 804166 2005857 35.95952713 -78.98020937 580+42 248.4 60
S6 628 804193 2005899 35.95960127 -78.98006743 580+92 248.7 60
S6 B30 804248 2005983 35.95975232 -78.97978356 581+92 249.1 60
56 631 804276 2006025 35.95982922 -78.97964162 582+42 248.9 60
S6 B32 804303 2006066 35.95990337 -78.97950307 582+92 249.7 60
S6 B48 804587 2008008 35.96068227 -78.97294081 603+38 256.2 60
S6 B49 804574 Z008057 35.96064652 -78.97Z77525 603+88 253.8 60
S6 B50 804561 2008105 35.96061077 -78.97261307 604+38 252.0 60
S6 B51 804549 2008153 35.96057777 -78.97Z45089 604+88 252.0 60
S6 B52 804536 2008202 35.96054202 -78.97228533 605+38 251.7 60
S6 B53 804523 2008250 35.96050627 -78.97212315 605+88 251.9 60
S6 B54 804510 2008298 35.96047052 -78.97196097 606+38 251.7 60
S6 655 804498 2008347 35.96043752 -78.97179541 606+88 Z52.2 60
56 B56 804485 2008395 35.96040177 -78.97163323 607+38 252.7 60
S6 B57 804472 Z008443 35.96036602 -78.97147105 607+88 Z53.3 60
S6 B58 804459 2008492 35.96033027 -78.97130549 608+38 253.1 60
S6 B59 804447 2008540 35.96029726 -78.97114331 608+88 25Z.6 60
S6 660 804434 2008588 35.96026151 -78.97098113 609+38 252.3 60
S6 B61 804421 2008637 35.96022576 -78.97081557 609+88 253.2 60
56 B62 804409 2008685 35.96019275 -78.97065339 610+38 252.8 60
S6 B63 804396 2008734 35.960157 -78.97048783 610+88 253.0 60
S6 B64 804383 2008782 35.96012125 -78.97032565 611+38 251.7 60
S6 B65 804370 Z008830 35.9600855 -78.97016347 611+88 253.9 60
S6 B66 804358 2008879 35.96005249 -78.96999792 612+38 254.4 60
S8 B1 81208Z 2012602 35.98126746 -78.95740672 753+22 284.5 60
S8 62 812204 2012646 35.98160255 -78.95725783 754+52 280.7 60
S8 63 812327 2012689 35.98194039 -78.95711231 755+82 280.9 60
S8 66 812724 2012794 35.98303087 -78.95675684 759+98 278.3 60
S8 B8 812896 2012791 35.98350337 -78.95676673 761+7Z Z68.1 60
S8 69 813032 2012757 35.98387702 -78.95688145 763+13 269.6 60
510 B15 820286 2024188 36.00378464 -78.91822457 1033+30 399.9 60
S10 619 819871 2024481 36.00264394 -78.91723516 1038+39 374.0 60
S10 620 819764 2024571 36.00234979 -78.91693119 1039+79 375.4 60
W 11800 784613.0359 1992611.718 35.90581119 -79.02494821 118+00 270.3 20
W 18300 783904.0176 1995940.771 35.90386517 -79.01370658 183+00 300.6 40
W 62470 804277.5419 2010101.481 35.95983038 -78.96586725 624+70 267.4 40
W 63500 804420.841 2011090.73 35.96022306 -78.96252441 635+00 263.7 10
W 71850 808706.0849 2012751.556 35.97199328 -78.95690619 718+50 322.5 30
W 73350 810152.9453 2012431.698 35.97596834 -78.95798508 733+50 293.7 60
W 78800 815471.6141 2012496.696 35.99057918 -78.95775776 788+00 312.8 40
W 78900 815571.6108 2012495.887 35.99085388 -78.95776035 789+00 309.7 50
W 79000 815671.6076 2012495.077 35.99112858 -78.95776295 790+00 310.2 40
TR 10500 784501.4662 1991401.407 35.90550378 -79.02903498 105+00 270.5 15
TR 11700 784556.8207 1992529.391 35.9056567 -79.02522615 117+00 268.6 20
TR 16900 784319 1994637.549 35.90500463 -79.01810735 169+00 279.0 10
TR 19900 783144.1008 1997347.732 35.90177798 -79.00895554 199+00 285.3 10
TR 39300 792315.5755 2003842.183 35.9Z697324 -78.98702261 393+00 288.5 10
TR 40100 793086.0023 2003635.504 35.92908979 -78.98772037 401+00 270.5 25
TR 42700 795552.18 2002813.003 35.93586501 -78.99049774 427+00 264.5 15
TR 43900 796687.3879 2002424.026 35.93898369 -78.99181138 439+00 266.7 30
TR 47500 799493.3978 2000421.304 35.94669247 -78.99857666 475+00 305.7 25
TR 62500 804296.4827 2010137.705 35.95988238 -78.96574483 625+00 270.6 30
TR 79900 816570.9952 2012497.681 35.99359928 -78.95775285 799+00 326.0 10
TR 80100 816771.9001 2012522.375 35.99415115 -78.95766909 801+00 307.9 30
TR 86300 819597.1196 2014261.837 36.00191009 -78.95178433 863+00 305.2 10
CULV 11694 784506.8783 1992553.264 35.90551952 -79.0251455 116+94 263.3 10
DR 16591 784211.1335 1994354.34 35.90470815 -79.01906359 165+91 281.5 10
DR 30647 788377.2219 2003131.405 35.91615416 -78.98942476 306+47 272.3 10
CULV 43954 796721.8884 2002357.102 35.93907848 -78.99203744 439+54 255.0 10
DR 47727 799708.9072 2000444.501 35.9472845 -78.99849828 477+27 305.5 10
CULV 73464 810272.5633 2012458.203 35.97629691 -78.95789533 734+64 283.1 10
CULV 73477 810270.7084 2012364.389 35.97629193 -78.9582124 734+77 283.0 10