20190424 Ver 1_00_Prescot_Complete_PCN_20190403

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW-
Prepare file folder �
Begin Date (Date Received):
Assign Action ID Number in ORM �
1. Project Name [PCN Form A2a]: Roadway Improvements to Prescot Glen Parkway
2. Work Type: ❑Private ❑ Institutional ❑ Government ❑✓ Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
Pinnacle Financial Partners, Inc, as required by the Town of Waxhaw and in coordination with NCDOT, proposes to connect Prescot
Glen Parkway in order to enhance traffic flow and traffc safety. In an effort to improve the flow of thoroughfare traffic, the project
proposed to construct a roadway connection and install a culvert on an UT to Twelvemile Creek. (Figure 1).
4. Property Owner / Applicant [PCN Form A3 or A4]: NA
5. Agent / Consultant [PNC Form AS — or ORM Consultant ID Number]:
Chris Tinklenberg, PWS (Kimley-Horn)
6. Related Action ID Number(s) [PCN Form BSb]:
7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
The subject property is located at the at the end of Glen Parkway Connection, in the Town of Waxhaw,
Union County (Figure 1). Project Coordinates (Decimal Degrees): 34.946490 N, -80.763608 W.
8. Project Location — Tax Parcel ID[PCN Form Bla]: NA
9. Project Location — County [PCN Form A2b]: Union County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Waxhaw
11. Project Information — Nearest Waterbody [PCN Form B2a]: UT to Twelvemile Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Lower Catwaba (HUC 03050103)
Authorization: Section 10 ❑
Section 404 ❑
Section 10 and 404 �
Regulatory Action Type:
❑ Standard Permit
� Nationwide Permit #14 & 27
Regional General Permit #
� Jurisdictional Determination Request
❑ Pre-Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

Kimley>>> Horn
April 2, 2019
Mr. Bryan Roden-Reynolds
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Pre-Construction Notification (NW P 14 and 27) &
Preliminary Jurisdictional Determination Request
Roadway Improvements to Prescot Glen Parkway
Waxhaw, Union County, NC
Dear Mr. Roden-Reynolds and Ms. Higgins:
On behalf of our client, Pinnacle Financial Partners, Inc, Kimley-Horn (KH) is submitting the enclosed
joint Section 404/401 Pre-Construction Notification for the above referenced project for your review
pursuant to Nationwide Permits 14 and 27 and General 401 Water Quality Certification numbers 4134
and 4135, as well as a Preliminary Jurisdictional Determination (JD) request package. Authorization
is requested to install a new culvert crossing, necessary to facilitate a connection for two sections of
an existing roadway. Authorization is also requested to conduct stream rehabilitation activities,
implementing natural channel design techniques, including in-stream structures and bank
stabilization. The subject property is located within the existing Prescot Glen Parkway right-of-way
(ROW), extending approximately 165 feet north and south of the ROW, along an unnamed tributary of
East Fork Twelvemile Creek, in Waxhaw, Union County, NC. One potential non-wetland waters of the
US (SA) was identified within the project boundary. The project area is located at 34.946490°N, -
80.763608°W. The following information is included as part of this application submittal:
• Project Summary Sheet
� Pre-Construction Notification Form
. Jurisdictional Determination Request Form
. Project Site Figures
� Figure 1 — Vicinity
. Figure 2— USGS 7.5' Topo (Catawba NE Quadrangle)
. Figure 3— NRCS Soil Survey (Union County, 1996)
. Figure 4— PJD Field Sketch (2015 Union. Co. Aerial)
. Figure 5— Proposed Conditions (2015 Union. Co. Aerial)
. Agent Authorization
� Permit Drawings
. Project Site Photographs
. Agency Correspondence

Kimley>>> Horn
Field Observations
Page ?
On January 31, 2019, Kimley-Horn staff, Chris Tinklenberg, PWS, visited the site to verify the location
and classification of potentially jurisdictional waters within the project area. Kimley-Horn's field review
of the project area identified one potentially jurisdictional non-wetland waters (Stream A). Stream A
was classified as a perennial stream. Results of the site visit are depicted on Figure 4 PJD Field
Sketch and representative photographs are included in the project site photo pages.
Proposed Impacts to Potentially Jurisdictional Waters
The purpose of the project is to enhance traffic flow and traffic safety by constructing a roadway
connection between two existing sections of Prescot Glen Parkway. This connection will provide
residents a direct east/west connector alternative from Providence Road South to Waxhaw-Marvin
Road. The proposed connector seeks to relieve the traffic burden through the residential areas along
Pine Oak Road and is designed for higher traffic volumes. The project is funded by a private entity;
however, the improvements are required by the Town of Waxhaw, in coordination with NCDOT.
To construct the proposed roadway connector, the project seeks to install dual Reinforced Concrete
Box Culverts (RCBCs) (12'x9' and 9'x6') which will result in 80 linear feet of permanent impacts to
potential non-wetland waters of the US. The culvert installation has been designed and will be
installed in such a manner that the original stream profiles will be minimally altered. The primary box
culvert will be installed 1-foot below the elevation of the stream bed to allow low flow passage of
water and aquatic life. The secondary box culvert is offset to convey higher flow volumes during large
storm events. Headwalls will be placed in a manner that the finished top elevation will not exceed
that of the original stream bed in order to prevent de-stabilization of the stream bed or banks
downstream of the impact area.
In order to compensate for functional loss resulting from the installation of the culvert, the project seeks
to conduct stream rehabilitation activities on 50 If upstream and 95 If downstream of the proposed
culvert crossing. A segmented channel rehabilitation approach will be implemented to create hydraulic
and geomorphic functional uplift within the project area. Stream rehabilitation activities will focus
primarily on enhancing hydraulic geometry, improving bed form diversity and installation of in-stream
structures. Stream banks will be stabilized by grading the appropriate bank angles, installing coir fiber
matting, and revegetation with a native seed mix and planting of woody stems. The stream profile is
modified to create more local slope variability (i.e., steeper riffles and flat pools). Constructed riffles will
be placed at culvert inlet and outlet to reduce discharge velocities, increase dissolved oxygen levels
and provide habitat for aquatic organisms (see attached Plan).
Installation of the proposed dual RCBCs will result in 80 linear feet of permanent impacts to potential
non-wetland waters of the US. 145 linear feet of permanent, no-net loss impacts to potential
non-wetland waters of the US are necessary to perform stream rehabilitation activities in order to
provide functional aquatic uplift by implementing natural channel design techniques. 20 linear feet of
temporary impacts to potential non-wetland waters of the US are necessary in order to install
impervious dikes and a pumped diversion to allow for work in dry conditions.
Avoidance and Minimization
Impacts have been avoided and minimized to the greatest extent practicable and have been limited to
what is necessary for culvert installation and to facilitate stream enhancement activities. Based on

Kimley>>> Horn
Page 3
the location of the proposed connector, avoidance of stream impacts at this location would not allow
for the project purpose to be met. Minimization of stream impacts have been demonstrated by
shortening the overall length of the culvert from 1201f to 801f by designing and implementing taller
headwalls, maximizing side slopes and installation of handrails.
To prevent downstream sedimentation, construction will be conducted in dry conditions through the
use of an impervious dike and a pumped diversion. Temporary erosion and sediment control
measures placed in waters will be removed and the original grade restored upon completion of the
project.
Compensatory Mitigation
The project area is located within the highly urbanized Lower Catawba watershed (HUC 03050103).
Currently, there are no private mitigation banks with available stream credits to offset losses of aquatic
function from development to service the watershed. The loss of functions in this setting and in the
proposed quantities necessitates compensatory mitigation to ensure that cumulative impacts to onsite
and downstream aquatic resources are individually and cumulatively minimal. Rather than meeting
compensatory mitigation requirements by paying in-lieu to the Department of Mitigation Services, the
project proposes to offset impacts associated with the installation of the culvert by performing on-site
stream enhancement activities along Stream A as described above.
Following construction, permanent reference photo locations will be established and documented for
three (3) years following construction in order to demonstrate stability.
Please feel free to contact me at [phone] if you have any questions or if additional information
is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
�� �«—
Chris Tinklenberg, PWS
Environmental Scientist
Attachments

Kimley>>> Horn
Project Summary Sheet
Project Name: Roadwa.�provcmcnts to Prescot Glcn ParkwaX
Applicant Name and Address: Pinnacle Financial Partners, Inc. (POC: Danny Broach)
3980 Premier Drive
Suite 210
Hieh Point, NC 27265
Telephone Number: 336-905-8916
Type of Request: � Narionwidc PCN (NWP # 14 & 27) ❑ Individual Pcrmit Applicarion
❑ Jurisdicrional Dctcrminarion ❑ Othcr:
Included Attachments: � Projcct Plans � USGS Map � NRCS Soil Survcy
� Agcnt Authorizarion ❑ Dclincation Skctch ❑ Dclincation Survcy
❑ Data Forms (Up & Wet) � NCDWR Stream Forms � USACE Stream Forms
❑ NCEEP Confirmation � Aerial Photo ❑ Site Photos
� Agency Correspondence ❑ Other: ❑ Other:
Check if applicable
County: Union
❑ CAMA Counry ❑ Trout Counry ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On-Site ❑ Off-Site ❑ Other)
Waterway: UT to Twelvcmilc Crcck
H.U.C.:03050103
Nearest City/Town: Waxhaw
River Basin: Catawba
USGS Quad Name: Catawba NE
Property Size (acres): 0.7 acres Approx. Size of Jurisdiction on Site (acres): 0.02 ac
Site Coordinates (in decimal degrees): 34.946490 °N -80.763608 °W
Project Location: The project area is located at the end sections of Prescot Glen Parkway in Waxhaw, Union Count�
North Carolina.
Site Description: Thc projcct arca is currcntly undcvclopcd and locatcd in thc right-of-way for Prescot Glcn Parkwa�
Existing land usc in thc vicinity of thc projcct includcs, residcntial nci�hborhoods, commercial dcvclopmcnt, and
undcvclopcd farcstcd/maintaincd properrics.
Impact Summary (if applicable): Culvcrt installation will result in 80 linear feet of permanent impacts to potential
non-wetland waters of the US. 145 linear feet of permanent, no-net loss impacts to potential non-wetland waters of
the US are necessary to perform stream restoration activities in order to provide aquatic funetional uplift b.��plementing
natural channel desi�n techniques. 20 linear feet of temporary impacts to potential non-wetland waters of the US are
necessary in order to install impervious dikes and a pumped diversion to allow for work in dry conditions.
Open Water Wetland Stream Channel
NWP (acres) (acres) intermittent and/or Unimportant Perennial and/or Important
# A uatic Function A uatic Function
Tem . Perm. Tem . Perm.
Temp. Perm. Temp. Perm. �f ac lf ac lf ac lf Ac
13 l45 0.033
14 20 0.005 80 0.018
Total 20 0.005 225 0.051
Total Permanent Impact to Waters of the U.S. 225 If (0.051 ac)
Total Temporary Impact to Waters of the U.S. � 20 lf (0.005 ac)
Kimley-Horn Contact: Chris Tinklenbere, PWS Direct Number: [phone]
Email: chris.tinklenber r a kimley-horn.com

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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. A licant 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: 14 & 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 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: Roadway Improvements to Prescot Glen Parkway
2b. County: Union
2c. Nearest municipality / town: Town of Waxhaw
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state N/A
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT — Right-of-Entry Agreement
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page l of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent � Other, specify: Pinnacle Financial Partners, Inc.
4b. Name: Pinnacle Financial Partners, Inc. (POC: Danny Broach)
4c. Business name
(if applicable):
4d. Street address: 3980 Premier Drive, Suite 210
4e. City, state, zip: High Point, NC 27265
4f. Telephone no.: 336-905-8916
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Chris Tinklenberg, PWS
5b. Business name Kimley-Horn and Associates
(if applicable):
5c. Street address: 200 South Tryon Street, Suite 200
5d. City, state, zip: Charlotte, NC 28202
5e. Telephone no.: 704-409-1802
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 34.946490 Longitude: -80.763608
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 0.7 acres (Project Boundary)
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Twelvemile Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: Twelvemile Creek - Class "C"
2c. River basin: Catawba; HUC 03050103
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 project area is currently undeveloped and located in the right-of-way for Prescot Glen Parkway. Existing land use in
the vicinity of the project includes, residential neighborhoods, commercial development, and undeveloped
forested/maintained properties.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The total length of all on-site streams is approximately 265 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of the project is to enhance traffic flow and traffic safety by constructing a roadway connection between two
existing sections of Prescot Glen Parkway. This connection will provide residents a direct easUwest connector alternative
from Providence Road South to Waxhaw-Marvin Road. The proposed connector seeks to relieve the traffic burden
through the residential areas along Pine Oak Road and is designed for higher traffic volumes. The project is funded by a
private entity; however, the improvements are required by the Town of Waxhaw, in coordination with NCDOT.
3e. Describe the overall project in detail, including the type of equipment to be used:
To construct the proposed roadway connector, the project seeks to install dual Reinforced Concrete Box Culverts
(RCBCs) (12'x9' and 9'x6') which will result in 80 linear feet of permanent impacts to potential non-wetland waters of the
US. The culvert installation has been designed and will be installed in such a manner that the original stream profiles will
be minimally altered. The primary box culvert will be installed 1-foot below the elevation of the stream bed to allow low
flow passage of water and aquatic life. The secondary box culvert is offset to convey higher flow volumes during large
storm events. Headwalls will be placed in a manner that the finished top elevation will not exceed that of the original
stream bed in order to prevent de-stabilization of the stream bed or banks downstream of the impact area.
In order to compensate for functional loss resulting from the installation of the culvert, the project seeks to conduct
stream rehabilitation activities on 50 If upstream and 95 If downstream of the proposed culvert crossing. A segmented
channel rehabilitation approach will be implemented to create hydraulic and geomorphic functional uplift within the project
area. Stream rehabilitation activities will focus primarily on enhancing hydraulic geometry, improving bed form diversity
and installation of in-stream structures. Stream banks will be stabilized by grading the appropriate bank angles, installing
coir fiber matting, and revegetation with a native seed mix and planting of woody stems. The stream profile is modified to
create more local slope variability (i.e., steeper riffles and flat pools). Constructed riffles will be placed at culvert inlet and
outlet to reduce discharge velocities, increase dissolved oxygen levels and provide habitat for aquatic organisms (see
attached Plan).
Installation of the proposed dual RCBCs will result in 80 linear feet of permanent impacts to potential non-wetland
waters of the US. 145 linear feet of permanent, no-net loss impacts to potential non-wetland waters of the US are
necessary to perform stream rehabilitation activities in order to provide functional aquatic uplift by implementing natural
channel design techniques. 20 linear feet of temporary impacts to potential non-wetland waters of the US are
necessary in order to install impervious dikes and a pumped diversion to allow for work in dry conditions.
Track hoes and other earth moving equipment is anticipated to be used on this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments:
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: Kimley-Horn
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 4 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.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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) (if known) DWQ — non-404, other) (acres)
or Temporary
T
W❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
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) intermittent DWQ — non-404, width (linear
or Temporary (INT)? other) (feet) feet)
(T)
SA — Impact 1 Culvert installation UT to West Fork- � PER � Corps 10 80
� P❑ T Twelvemile Creek ❑ INT � DWQ
SA — Impact 2 Impervious Dike and UT to West Fork- � PER � Corps 10 20
❑ P� T Pumped Diversion Twelvemile Creek ❑ INT � DWQ
SA — Impact 3 Stream rehabilitation UT to West Fork- ❑ PER � Corps 10 145
� P❑ T and stabilization Twelvemile Creek � INT � DWQ
3h. Total stream and tributary impacts 245
3i. Comments: Installation of the proposed dual RCBCs will result in 80 linear feet of permanent impacts to potential non-
wetland waters of the US. 145 linear feet of permanent, no-net loss impacts to potential non-wetland waters of the US
are necessary to perform stream rehabilitation activities in order to provide functional aquatic uplift by implementing natural
channel design techniques. 20 linear feet of temporary impacts to potential non-wetland waters of the US are necessary
in order to install impervious dikes and a pumped diversion to allow for work in dry conditions.
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody type Area of impact (acres)
— Permanent
(P) or
Tem orar 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
Sf. 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 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
B1 ❑P❑T ❑Yes
❑ No
62 ❑ P ❑ T ❑ Yes
❑ No
63 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts have been avoided and minimized to the greatest extent practicable and have been limited to what is necessary for
culvert installation and to facilitate stream enhancement activities. Based on the location of the proposed connector,
avoidance of stream impacts at this location would not allow for the project purpose to be met. Minimization of stream impacts
have been demonstrated by shortening the overall length of the culvert from 1201f to 801f by designing and implementing taller
headwalls, maximizing side slopes and installation of handrails.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To prevent downstream sedimentation, construction will be conducted in dry conditions through the use of an impervious dike
and a pumped diversion. Temporary erosion and sediment control measures placed in waters will be removed and the original
grade restored upon completion of the project.
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?
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
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 80%
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Linear public transportation projects are
required to treat stormwater runoff to the Maximum Extent Practicable in accordance with the practices described in the
NCDOT Best Management Practices (BMP) Manual. Diffuse flow will be implemented to provide proper drainage and water
treatment.
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 governmenYs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
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): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 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.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
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?
A review of the North Carolina Natural Heritage Program (NCNHP) database on March 21, 2019 did not indicate known
occurrences of threatened or endangered species within the project boundary. Dewberry conducted a pedestrian survey
Oct. 15, 2018 and concluded that the project will have No Effect on Michaux's Sumac (Rhus michauxii) or Schweinitz's
Sunflower (Helianthus schweinitzii). (See attached NCNHP and USFWS Report)
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?
NCNHP element occurrence database did not indicate the presence of EFH within the project boundary.
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 the North Carolina State Historic Preservation Office (SHPO) HPOWEB GIS Service database on March 21,
2019 did not indicate any cultural or historic resources within the project boundary.
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: A flood impact analysis report, no-rise impact certification, and
individual floodplain development permit will be submitted to Town of Waxhaw (submitted 3/21/2019) for review and
approval prior to construction/restoration activities. The results of the flood impact analysis show that there is no net
increase in base flood elevations.
8c. What source(s) did you use to make the floodplain determination? FIRM Panels 4473 and 4474 (effective 10/16/2008)
Chris Tinklenberg, PWS �'�_ � ` 04/02/2019
Applicant/AgenYs Printed Name Applicant/AgenYs Signature Date
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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CONSTRUCTION PLANS for
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PINNA CLE FINANCIAL PAR TNER S, INC .
WAXHAW, NORTH CAROLINA
UTILITY AND GOVERNING AGENCIES
CONTACT LIST:
WATER / SANITARY SEWER
UNION COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT
500 N. MAIN ST., STE 400
MONROE.NC 28112
CONTACT:SCOTTHUNEYCUTT,PE
[phone]
STORM SEWER
TOWN OF WAXHAW
ENGINEERING DEPARTMENT
1150N.BROOME STREET
P.O. BOX 617
WAXHAW, NC 28173
CONTACT:MATT HUBERT,PE
ELECTRIC
UNION POWER CORPOR4TIVE
P.O. BOX 5014
MONROE, NC 28718
CONTACT:KEITH HELMS
(704) 2693145
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DISTRICT 3
1305.SUTHERLAND AVE.
MONROE, NC 28112
CONTACT: LEE AINSWORTH III, PE
[phone]
DEVELOPMENT SERVICES
TOWN OF WAXHAW
DEVELOPMENTSERVICES DEPTARTMENT
1150N.BROOME STREET
P.O. BOX 617
WAXHAW, NC 28173
CONTACT:MATT HUBERT,PE
NCDEQ
NCDE�
512 N. SALISBURV ST.
RALEIGH, NC 27fi99
CONTACT:ROBERT PATTERSON
ENVIRONMENTAL ENGINEERING REVIEWER
[phone]
MARCH 27 2019
i
PREPARED IN THE OFFICE OF:
■
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OWNER:
PINNACLE FINANCIAL PARTNERS, INC.
3980 PREMIER DRIVE
HIGH POINT, NC 27265
PHONE [phone]
CONTACT: DANNY BROACH
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NC 28202
PHONE [phone]
CONTACT: JASON CLAUDIO-DIAZ, P.E.
Sheet Index
Sheet
NumbeY Sl�eet Title
1 COVERSHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS PLAN
4 DRAINAGE SUMMARY SHEET
5 TYPICAL CROSS SECTIONS
6 ROADWAY PLAN
7 ROADWAY PROFILE
8 TO 9 DRAINAGE PROFILE
10 UTILITY PLAN AND PROFILE
11 TO 12 UTILITY DETAILS
13 EROSION CONTROL PLAN
14 TRAFFIC CONTROL PLAN
D1 TO D6 DETAILS
XS1 TO XS4 CROSS SECTIONS
SURVEYOR:
JAMES MAUNEY AND ASSOCIATES, INC.
6405 WILKINSON BLVO., SUITE 11
BELMONT, NC 28012
PHONE [phone]
CONTACT: JAMES P. CAMERON
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GENERAL NOTFS
PROPOSED CURB ELEVATIONS:
THE CONTRACTOR SHALI SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE
PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAM EXISTING
PAVEMENT.UNLESS OTHERWISENOTED.
DRIVEWAYS AND SIDEWALKS:
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINTTO EXPANSION JOINT. MATCH
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:
o FOR CONCRETE AND ASPHALT DRIVEWAY PAVEMENT SECTIONS, REFERENCE THE DUATfRO
ON-SITE PLANS BY KIMLEY HORN
o GRAVEL - SIX INCH INCIDENTAL STONE
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX MCHES THICK AT DRIVEWAV CROSSINGS, PER
TOWN OF WAXHAW STD. NO. 106.1.
CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 2.0%.
RUNNING SLOPES ALONG SIDEWALKS SHALL NOT EXCEED 5.0%, OR THE ADJACENT ROADWAY SLOPE
AS MEASURED AT THE GUTTER PAN, WHICHEVER IS GREATER.
A TURNING SPACE (LANDING) SHALL BE PROVIDED AT ALL LOCATIONS WHERE A PEDESTRIAN MIGHT
TURN TO CHANGE DIRECTION OF TRAVEL THE LANDING SHALL BE A MINIMUM OF 4 FEET BY 4 FEET,
UNLESS NOTED BV THE ENGINEER. TVPICALLY LANDMG DIMENSIONS WILL MATCH SIDEWALK WIDTH.
THE LANDING A150 SNALL NOT EXCEED 2.�% SLOPE MEASUREO PERPENDICULAR TO THE ROADWAY,
THE LANDING AL50 SHALL N07 EXCEED 2.D% OR ADJACENT ROADWAY SLOPE, WHICNEVER IS
GREATER, MEASURED PARALLEL TO THE ROADWAY.
A CROSS SLOPE TRANSITION PANEL MAV BE REQUIRED WHERE PROPOSED SIDEWALK MEETS
EXISTING SIDEWALK WITH A CRO55 SLOPE GREATER THEN 2.0%. THE TRANSITION PANEL SHALL NOT
EXCEED 2.0 % ON THE SIDE OF THE PROPOSED SIDEWALK AND/OR R4MP, AND SHALL MATCH THE
EXISTING CROSS SLOPE ON THE SIDE OF THE EXISTING SIDEWALK.
DRAINAGE STRUCTURES:
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGWEER, THEY
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS
REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP
FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS ARE REPORTED IN THE CONSTRUCTION DOCUMENTS
FROM CENTER OF STRUCNRE TO CENTER OF STRUCTURE, INCLUDING TRANSITIONS: HORIZONTAL AND
VERTICAL BENDS. ALL PIPES SHALL BE RCP CLA55 III, UNLE55 OTHERWISE NOTED.
WEEP HOLES ARE TO BE CONSTRUC7ED AS OIRECTED BY THE ENGINEER. IF RECIUIRED, WEEP HOLES ARE
TO BE CONSTRUCTED M THE BOTTOM 3 OF THE STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR
GALVANIZED STEEL N0. 4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAW DUTY
CONSTRUCTION ADHESNE OVER THE WEEP HOLE. PLACE A POROUS FABRIC BAG FILLED WITH ONE CUBIC
FOOT OF N0. 78M STONE AT EACH WEEP HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO
SEPARATE PAYMENT FOR THIS WORK.
UTILITIES:
�. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND
PROTECTING ALL PUBLIC oR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO
THE CONSTRUC710N SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLI710N, GRADING, OR
CONSTRUCTION ACTIVIN, THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 817 (NC811) AT 811 OR
[phone] TO COORDINATE FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
2. SHOULD ANY UNCHARTED OR MCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE
CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS.
3. CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITV SERVICE WITH OWNER AND
RESPECTNE UTILITV COMPANY REPRESENTATNE.
4. THE CONTRACTOR IS RESPONSIBLE POR THE LOCATION AN� PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR
CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
5. ANV PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE
UTILITY COMPANY AND THE OWNER.
6. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARV TO
INSTALL UNDERGROUND ELECTRIC,TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS.
7. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY
STANDARDS.
8. ALL UTILITIES ARE TO BE UNDERGROUND.
EXISTING SANITARY SEWER AND WATER LINE:
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES.
SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LWES, HE SHALL IMMEDIATELY
REPLACE THE LWE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE
SANITARY SEWER AND/OR WATER LINE, WRH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE
WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAI� LMES, VERTICALLY OR HORIZONTALLY.
SUBSURFACE PLANS:
REFER TO GEOTECHNICAL ENGINEERING REPORT PREPARED BY BOYLE CONSULTING ENGINEERS.
MAIL BOXES:
THE CONTR4CTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-11 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES- COORDINATE THIS WORK WITH THE U.S-
POSTALSERVICE.
FENCES:
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED
BY THE ENGINEER.
TREES. SHRUBS. AND HEDGES:
THE CONTRACTOR IS REQUIRED TO REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE EASEMENT
LMES UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY, CUT
ROOTS CLEANLY USING A DISC TRENCHER IN ACCORDANCE WITH THE OF TOWN OF WAXHAW LAND
DEVELOPMENT STD. 601.1. PRUNING SHALL BE PER THE LATEST STANDARD OF THE TOWN OF WAXHAW
LAND DEVEIOPMENT STD. 601.1 (TYP.), USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO
PROPOSED CURB & GUTTER OR SIDEWALK. USE STD. 601.1 FOR BRIDGING TREE ROOTS. TREES
SPECIFIED BV THE PLANS TO HAVE ASPHALT CURBING MUST USE STD. 601.1. TREE PROTECTION SHALL
BE IN ACCORDANCE WITH STD. 601.1. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION
STD.601.iSHALLBE USED.
GENERAL NOTES
SIDE SLOPES:
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DR4WINGS. THE
MAXIMUM SLOPE SHALL NOT EXCEED A 3:� (HORIZONTAL TO VERTICAL) UNLE55 �ESIGNATED BY THE
ENGWEER. A CUT SLOPE OF 2:� MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGWEER.
EROSION CONTROL:
SEE SHEET 13 BY KIMLEY HORN FOR EROSION CONTROL MEASURES.
AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL PERIMETER DIKES, SWALES, DITCHES.
PERIMETER SLOPES AND AlL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVI�ED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALI BE PROVIDED TEMPORARV OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PR4CTICABLE BUT IN ANY EVENT WITHIN t4 CALENDAR DAYS FROM THE
LAST LAND DISTURBING ACTIVITY. GROUND STA6ILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN
THE NPDES GENERAL PERMIT NCG010000 UNDER SECTION 2.B, GROUND STABILIZATION.
NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS RE�UIRED TO INSTALL EROSION CONTROL
MEASURES, MAY COMMENCE PRIOR TO APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES.
ADDITIONAL EROSION CONTROL MEASURES MAY BE RE�UIRED BASED UPON SPEGFIC SITE
CONDITIONS.
CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES DEPARTMENT, AT 704-843-2195,
FOR A PRE- CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
REMOVE ALL TEMPORARY EROSION CONTROL OEVICES AND STRUCTURES ONLV AFTER SITE IS FULLV
STABILIZED AN� APPROVAL HAS BEEN OBTAWED FROM THE TOWN OF WAXNAW DEVELOPMENT
SERVICES DEPARTMENT.
AlL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE TOWN OF
WAXHAW ENGMEERING, STANDARDS AND PROCEDURES MANUAL, AND THE
NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL LATEST EDITION.
FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE EROSION
CONTROL SPECIALIST PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL
MEASURES.
SITE GRADING IS TO 8E COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY
LAND DISTURBING ACTIVITV > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT
AND MAY REQt11RE ENfORCEMENT BY NCDEQ.
CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS.
THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO
PREPARED THE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICA710N
AND LOCATION OF ALL ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT
STREAMS AND BUFFERS SHOWN ON THE PIANS.
THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACV AND ADEQUACY OF
THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH SHALL BE CONFIRMED AND
CORRELATED AT THE JOB SITE. THE TOWN OF WAXHAW, THROUGH THE APPROVAL OF THIS
DOCUMENT, ASSUMES NO RESPONSIBILITY FOR TNE COMPLETENESS AND/OR ACCURACV OF
THIS DOCUMENT.
SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS AFTER INITIAL ASPHALT SURFACE
WORK IS COMPLETED.
THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING
ACTIVITV> ONE ACRE IS REQUIRED TO SELF-INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS
DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE PROJECT, IS REQUIRED.
ACCESSIBLE RAMPS AND DEPRESSED CURB:
THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE CURB RAMPS AT
INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE CURB RAMPS DETAILS,
"PROPOSED ACCESSIBILITV GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY"
(PROWAG), CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS.
RUNNING SLOPES ALONG CURB RAMPS SHALL NOT EXCEED 8.3%, BUT SHALL NOT RE(]UIRE THE RAMP
LENGTH TO EXCEED 15 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL PANELS OF THE
RAMP MUST EQUAL THE SAME PERCENTAGE.
FLARES SHALL BE 10.0% MAXIMUM SLOPE (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY THE
ENGMEER.
RAMP CROSS SLOPE SHALL NOT EXCEED 2.0%, OR THE ADJACENT ROADWAY SLOPE AS MEASURED AT
THE GUTTER PAN, WHICHEVER IS GREATER.
SAWCUTS:
THE CONTR4CTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO
REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL 6E 1 FOOT
MINIMUM FROM THE EXISTWG EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS
WEL� AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "WORK AREA
TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS.
TOWN OF WAXHAW DEPARTMENT OF TRANSPORTATION
NONSTANDARD ITEMS (IE PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-0E-WAV REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE TOWN OF WAXHAW DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
ANY WORK WITHM THE CITY'S RNJ THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE
APPROVED BV THE TOWN OF WAXHAW AND WILL REQUIRE A RNV USE PERMIT OR RNV LEASE DEPENDING
UPON TNE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS
AND SHOULD BE COORDINATED WITH THE TOWN OF WAXHAW PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL CONTACT THE TOWN OF WAXHAW AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR
IMPACTS LESS THAN 30 DAYS. CONTR4CTOR SHALL CONTACT THE TOWN OF WAXHAW AS SOON AS
POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT
IMPROVEMENTS WITH MINIMAL IMPACT TO DRNERS AND PEDESTRIANS.
THE DEVELOPER SHALL CONTACTTHE TOWN OF WAXHAW TO IDENTIFV ANY CONFLICTS WITH TRAFFIC
SIGNALIZATION EQUIPMENT_ 60-90 DAVS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER
DEVELOPER TO CONTACT THE TOWN OF WAXHAW DURING SITE PLAN PREPARATION TO DISCU55 STREET
LIGHTING REQUIREMENTS, IF ANV, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND THE TOWN
OF WAXHAW AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING L4YOUT AND REQUIREMENTS FOR
INSTALLATION.
STANDARDS
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS
PROJECTAND BY REFERENCE ARE CONSIDEREO A PART OF THESE PLANS. NC�OT STANDARDS
SHAL� BE USED. TOWN OF WAXHAW LANO �EVEIOPMEN7 STANDAROS MAY BE USED IF THERE
IS NOT AN APPLICABLE NCDOT STAN�ARD.
TOWN OF WAXHAW:
STD. NO.:
10.17A ...........................................
10.16 ...........................................
10.22 ...........................................
1024A ...........................................
1028 ...........................................
10.31A ...........................................
10.318 ...........................................
10.358 ...........................................
10.406 ...........................................
10.41A ...........................................
10.41C ...........................................
20.03 ...........................................
TiTLE:
STANDARD CURB AND GUTTER
STANDARD CURB AND GUTTER
CONCRETESIDEWALKS
COMMERCIAL TYPE II AND RESIDENTIAL TYPE I DRNEWAY
TYPE III DRIVEWAY ENTRANCE
PERPENDICULAR CURB R4MP WITH 2'-6" CURB AND GUTTER
PERPENDICULAR CURB RAMP WITH 2'-6" CURB AND GUTTER
TRUNCATED DOMES
DIRECTIONAL CURB RAMP WITH LARGE CURB RADIUS
PEDESTRIAN REFUGE (WITH 7'-6" CURB AND GUTTER)
PEDESTRIAN REFUGE (MODIFIED MONOLITHIC)
DOUBLE BRICK CATCH BASIN
NCDOT:
STD. NO.:
300.01 .......
840.00 .......
840.01 .......
840.03 .......
840.37 .......
840.54 .......
840.72 .......
876.02 .......
876.04 .......
904.10 .......
904.30 .......
904.50 .......
1101.01
1170.02
1115.01
1130.01
1135.01
1145.01
1150.01
1170.01
1180.01
1205.01
1205.04
1205.07
1205.08
1205.09
tzso.oi
�zsto,
1"I TLE
METHOD OF PIPE INSTALLATION
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
BRICK CATCH BASIN - 12" THRU 54" PIPE
FRAME, GRATES AND HOOD - FOR USE ON
STANDARD CATCH BASIN
CONCRETE JUNCTION BOX - 12" THRU 66" PIPE
MANHOLE FRAME AND COVER
PIPE COLLAR
GUIDE FOR RIP RAP AT PIPE OUTLETS
DRAWAGE DITCHES WITH CLASS'B' RIP RAP
ORIENTATION OF GROUND MOUNTE� SIGNS
SUPPLEMENTAL SIGN MOUN7ING
MOUNTING OF TYPE'D','E' AND'F' SIGNS ON
'U' CHANNEL POSTS
WORK ZONE ADVANCE WARNING SIGNS
PORTABLE WORK ZONE SIGNS
FLASHING ARROW BOARDS
DRUMS
CONES
BARRICADES -TYPE III
FLAGGING DEVICES
POSITNE PROTECTION
SKINNY DRUM
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - INTERSECTIONS
PAVEMENT MARKINGS - PEDESTRIAN CROSS WALKS
PAVEMENT MARKINGS - SYMBOLS AND W ORD MESSAGES
PAVEMENT MARKINGS - PAINTED ISLANDS
PAVEMENT MARKER SPACING
RAISE�PAVEMENT MARKERS-PERMANENTANDTEMPORARV
ABBREVIATIONS
ABAND . ...ABANDONED
A D ... .__ALGEBRFliC
DIrFERENCE ASPH__ASPHALT
APPROX...___......._..APPROXIMATELY
B/C ...................................BACK OF CURB
BIT ................................... BITUMINOUS
BM ................................... BENCH MARK
BRG ................................. BEARING
CB ....................................CATCH HASIN
C&G .................................CURB AND GUTTER
CL ................................... CLEARANCE GL
FENCE .............................CHAIN LINK FENCE
CMP .................................CORRUGATED MTL PIPE
CONC .............................. CONCRETE
CONST ............................ CONSTRUCTION
DB ....................................DEED BOOK
DCB ................................. DOUBLE CB
DI ..................................... DROP INLET
DIA ................................... DIAMETER
DW ...................................DRIVEWAY
DIM .................................. DIMENSION
E ....................................... EAST/EAST I N G
EA._._ .............................. EACH
ELEV ................................ ELEVATI ON
EOP ................................. EDGE OF PAVEMENT
ESMT ............................... EASEMENT
EX I ST ...............................EX I STI N G
F/C ................................... FACE OF CURB
FES ..................................FLARED END SECTION
FH .................................... FIRE HYDRANT
FOC...._._._._._ ............... FIBER OPTIC CABLE
GV ....................................GAS VALVE
H ORIZ ........................ ... ... H ORIZONTAL
I NT ................................... I NTERSECTI ON
INV ...................................INVERT
IP ......................................IRON PIN SET
L ....................................... LENGTH
LF......._ ............................LINEAR FOOTAGE
LT ..................................... LEFT
Ib.._ .................................. POUND
LP .....................................LIGHT POLE
MAX ................................. MAXIMUM
MIN .................................. MINIMUM
MON 0 .............................. MON OL ITH I C
mph ..................................MILES PER HOUR
MT L...... _. _. _. _ ................ M ETAL
N ...................................... NORTH/NORTHING
NTS ....................... NOT TO SCALE
O/H ..... ..............OVER HEAD
OC .........................ON CENTER
PAVT ..................... PAVEMENT
PC ..........................POINT OF CURVATURE
PERM .................... PERMANENT
PG ......................... PAGE
PI ........................... POINT OF INT
PK ..........................PK NAIL SET
PP ..........................POWER POLE
PROP .................... PROPOSED
PSE ....................... PERM SW ESMT
PT ..........................POINT OF TANGENCY
PVI .........................POINT OF VERT INT
PUE .......................PERM UTILITY ESMT
r ............................. RADIUS
RT .......................... RI GHT
RCP ......................REWFORCED CONC PIPE
RELOC .................. RELOCATE
RNV ........................RIGHT OF WAY
S ............................ O U T H
5� ......................... STORM DRAM
SF .......................... SQUARE FOOT
SIR FENCE....._.._.. SPLIT R41L FENCE
SS ..........................SANITARY SEWER
STA .................... _..STATI ON
STD ....................... STANDARD
SW .........................SIDEWALK
TAN ....................... TANGENT
TCE ....................... TEMP CONST ESMT
TEMP .................... TEMPORARY
TP ..........................TRAVERSE POINT
TNV ........................TEST WIRE
TYP ........................TYP I CAL
U/G ........................ UNDER GROUND
VC ......................... VERTICAL CURVE
VERT ..................... VERTICAL
W ........................... WEST
W 1 .......................... W I T H
WM ........................ WATER METER W
VAULT ................... WATER VAULT
W V ......................... WATER VALVE
60p_._._._ ..............SIXTY PENNY NAIL SET
...... ... ... ... .. _.... _ F OOT
" ............................. I N C H
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1. THE PURPOSE OF THE STORM DRAINAGE
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LOCATE AND REMOVE EXISTING CAP
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NOTES,
L CONTRACTOR TO FIELD VERIFY EXISTING 8-INCH WATER LINE LOCATION,
MATERIAL, AND PIPE CLA55 PRIOR TO ORDERING FITTINGS AND PIPE.
2. ALL NEW WATER LINE SHALL BE RESTRAINED JOINT.
3. VERIFY EXISTING VALVES ARE COMPLETELY CLOSED PRIOR TO REMOVING CAPS
OR PLUGS.
4. ALL WATER MAINS AND SERVICES AND THEIR TESTING TO BE CONSTRUCTE�
AND COMPLETED IN ACCORDANCE WITH UNION COUNTY PUBLIC WORKS (UCPW)
STANDARDS.
5. ADJUST ALL MANHOLE RIMS TO GRADE PER UCPW STANDARD SPEGFICATIONS
AND DETAILS.
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111/4° BEND 22 V2° 6E�'�C -� 9EfJD ==ESD "�E CS PR _�_ -
PIPE SI_7t L H L F L H 1 IPS I�
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-hBJST BI OCK �IMFUSIOIiS 3ASrC J� SDII RFhRING CAPA(IT'�
CF 2000 PS E AND A WATER TEST PRESSURE OF iS0 P S I S�.. i-_S�
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CA� ��.C. f��
CF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST DLOC �-.'�f.
PORTION OF PIPE BEIN6 ANCHORED.
ALL CON(RETE TNRUST BLO(KS SHALL BE 2500 P.S.L (ONCPE-E
IiAXIMUM VERTI(AL �EFLECTION SNALL BE 2 1�2°.
;OINTS SHALL REMAIN FR . _ '.CV` ._. _. ., - .1-'. C':
REFLACEMENT OFl01NTS.
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I �i �: J L i _' �E FROM EXISTIN6 BLOW OF , i. r.E'ry
Sf"
1 N FOR ILL N ESIN6 AND STERIL1Z1N6 NEW MA V.
_:ONNECiOR LINE TO BE ASSEMBLED WITH RPZ AND METER BY CO�T. ,-.�,.
PPJD TO 8E OPERATED AND INDEPENDENT OF EXISTING MAIN
3LOIXIN6 ON EXISIING LME NOT TO BE �ISTURBEO-
.. �� FIIJAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOT;.'�..
PROIECT IS ACCEPTE� BY UNION COUNTY PUBLIC WORKS.
:- VAWES DN EXISTING SYSTEM TO BE OPERATE� BY UCPW FORCES C�
;. SNLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EHISTMG> iEM
AND THE NEW (ONSTRUCTION UNTIL TFSTING AN� DISINFECTION IS r - f
- 5' OR 8" DIpME'ER FIPE=LO',F �: STUB 12'" GR 16" DIAMEiER PIP ". _` F S I U3
STANDAR� DE i ? �_
.,NION COJt.Tr ?UBLIC tiO�KS DEPA :T^tN- ,� � _ ���7 � '� �
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11

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THREE COURSfS OF
_ �, _ ' f ar �:Nr,sMaxinun
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SiRFIGHT WALL OF M.F
i0 BE LOCATED DVEn I^I...��,�
� 5' - 0" FOR PIPES
OVER 18"
4
' - 0" ; OR PIPES �
� iH' & SNrALER
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RUSi��GLEUM 9335 ABOVC GP.ADF.
9578 BELOW GRADE - 9373 PRIMER
�.,(}
,.. T f C �ii- �iAPs
- 0' 0._ H<l;M B..S[
3/4" x 3" S S ANCHOR
Li5 PER SiaAP
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GfNERAL NOiES�
�11 iR0110f-NASTICANOA6"Ek7�RNAI.l01Ni/SEAM' RA2�'STALLEDONEACFIMANHOLESFC210�
I21 MANHO�E VANUM TESTING - AFiER ERCN MANNOL_ IS'NSTALLED AN� ALL PIPES ARE CONNE[TE�, BUT BEFORE BACKfiLLING iHC:9ANHOLE S1 �_L 6C �IACJUM _�--
ALL PIPES ENTERING THE MANHOLE SHALL BE PLU6GED AWD BRACEO. THE CONiRACTOR Si1ALLFURNISH nLL MnTERALS, LABCRnND E�UIPMENi NECESSARY TO PERFCRM
1 " � P<
THE TESTING. A VANUM OF 101NCHE5 OF MERCURY SH,J_i BE CR�0.TE0 LN iHE �.�.,I�E OF i�t MANHOLE �- i HE Vp_I,UM OF i01�Ch'ES �f MEP._UZY, i HE: UM. HALL
BE STOPPEU AND THE TIME SHALL BE MEASt1RE� FOR iHE VANUM i0 DROP � 9INCHfS fAI URE OF THE TFST SHALL BE ANY AMOI,fvT OF TIMC LCSS ThIAN THE FO�LO�J I:��
4 FT. DIAMETER MANHOLE = 60 SECONDS
5 FT. DIAMETER MANHOLE = 75 SE(ONOS
6 FT. DIAMEiER MANHOLE = 90 SECONOS
7 FT. �IAMEiER MANHOLE = 1�5 SECON�S
B FT.OIAMEiER MANHOLE = iP0 SECONOS
10 FT. DIAMETER MANHOLE = 750 SECONDS
UPON TESi FAILURE, THE CONTRACTOR SHALL REPAIR Att LEA;tS AND REiEST THE MANHOLE UNTIL THE TEST HAS PASSED.
UNION (OUNTY PUBLIC WORKS DEPARTMENT
�N��N ���NTY. N.�.
MANHO��
1 �i�
�— 1 I/4' RAISED LETTERING
(RECESSE➢ FLUSH>
(2) CNM L�CKS
SEE DETAiI
Ica� i� czsmm� nin
HOLES �N 29 3/4'
O <�Sbwn) HCiLT QRCLE.
<2) ttOSE➢ PICKHOLES
(2) CAM LOCKS
3/a' (l9nm) LETTERS
(RECESSE➢ FWSH> BOTTOM VIEW
5/e'-11 % 3 3/4' LG
SS PEM' BOLT C2 REQ'D)
1 ]/8' J S/8' SS
[48mn]� I FINT WASHER
I5/8' RUBBER WNSHER
180' �
nnn�
5/e' SS
5/8' HIX ZN FLHT VASHER
NYLOCK NUT HR/SS I.➢CK �UG (SHOR1�
<2 RE�'➢)
sia� HEx zN _ zao•
JAM NI1T C6nn]
CAM & GASKET GROOVE
DETAIL
2' - 71/4
7' - 713I4"
� P - ii 1/2" 11/2.,
2 1/8" �„ MIN. �,.
1' 101/4" ---� 4 3 4'I
�
43/8" 2'-01/2" —
L 3/B" 7/2.,
2' - 9 1/4"
(U.S. FOUNDRY - 669, VUICAN -1384 OR EQUAL)
NOTES
i. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLU6GING AIIOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
3. PROVI�E 2 CLOSED PICKHOLES
4. MINIMUM WEIGHTS: COVER - 95 LBS. RING - 790 LBS.
S. ALL MANHOLE RWfiS OUT OF ROA� PoGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" �IAMETER KWIK BOIT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLIC WORKS �EPARTMENT J^'YVry"V V"„" SCALE� 9 A
�N�oN�a�NTY.N�. RING & COVER FOR SEALED MANHOLES DA�E
�_� 14' RPtSEll 1 t iF2S4G
� .RuC.`cS�ED t�t1Sn.
� C2) k' <25�,,e�
il1A. N�IES
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�55. T 3�]LT C RCLE.
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NOT�S:
1. AL: � ASTIN65 TQ B€ FREE FRf1F; SG.NO NpLES. NO RLUCGI�6 AI.LQWE�.
2. M�C'rf�9E ALL tQ*;TAC I SOR'rAC_a 6CTWFfN Fi IG t NO COVcR.
�. PP.DVIDE TWD VCNT NCLEStfV COJtR, i' OfA. tAPCRtD TO 9-?I8"�flN
REVCPSE nI�E.
!�. ?41N�MUM rvt��NTS LOtiER - 12C L85 PING 79� LBS.
S. A� M-NHOL� Ri'va� Ot; i 6F RCA➢ R{GNT OF 4lAY SHALL BE BOLTEO
Itd �0 MA��NOLE WI?H 5/E" �lAMFTER KWIK BUtT STUD AN€HtiR 5Y§T€�i.
tiii TI BkAND Oft APr�ROVED @QtIAL.
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DB 5340, PG 84] '�
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\ DB �048 PG 010 LOi 91, PRESCOT SUB�IVISION, � �
LOi 92 PRESCCi SUB�IVISION, PHASE II, MAP VIII I � ��� \��
PHASE I MAP VIII \ CAB L FlLE 568 �.I \ � ��
CAB L FILE 568 � � � \\� \ ' `
� anace� Moeieseon � anrece� Hos��si90 o.z�ennv�\ � V 1 � _ \ � �
�]905 PRESCAi GLEN PARKWAY �7901 PRESCOi GLEN PARKWAY ROODPLAIN BOUNDARY � '�\ ^ QO
� ZONED- R-3 PRD(CD) \ ZONED- R-3 PRD(CD) � (SEE NOTE 10) �V \\ \ V � r\ .
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SPOUSE. ELIZABP.,TH ANN BARK. Y ASSOCIATION, INC, � �� �' ,
DB ]209. PG ]69 Oq. / DB 60]9, PG 382 � � � � \ � ,�\ �c9 �
LOi 93, PRESCO� SUBDIVISIOK �4� L COMMON OPEN SPACE, � \ � � �s �
PHASE II, uAP VIII PRESCOi SUBDIVISION, PHASE Il, AIAP VIII \ � �� � V
GAB I FlLE 832 \ CAB L FlLE 568 I l �� � ��\��\ ���
Pnece� qasissei cnece� koeies9oa ..o� arytiva� cnau� �,A � ��A �
�]909 PRESCOi GLEN PARKWAY \ ZONED'. R-3 PRp(CD) F �pDPIAIN BOUNDARY � ', � \ \� ��\ �
(SEE NOiE 1�) � ..,,� �` ,�
zoNeo_ e-a Peo(co) \ . \ '. �. . � � - . -
RIPARIAN SEED MIX (30 Ibs/acre)
COMMOM NAME BOTANICAL NAME PERCENT MIX
BLACKEYED SUSAN Rvd6eckia hirta 25
SOFT RUSH Juncvs effwsv,s 15
DEERTONGUE Pa�n,�,cu clan.destanum 10
PARTRIDGE PEA Chamaecrista fascicvlata ip
PENNSYVALNIA SEDGE Carex pen.syvaniea 5
RIVER OATS Chasm¢nthium latifo6iu�n � 5
BROOMSEDGE Andropogon virginicus 5
GOLDEN TICKSEED Coreopstis tinctorti¢ 5
LITTLE BLUESTEM Schizachyriuvn scop¢num 5
SWITCHGRASS Panticum varqatwm 5
SIDEOATS GRAMA Boutelova curtipendvla 10
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\ FLOOOPLAIN BGUNDAR/
� � � (SEE NOiE 10)
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PROPOSED PUMP AROUND OPERATION: \� �
CONTRACTOR TO DNERT CLEAN WATER � �
AROUNDWORKAREAANDDISCHARGE � �
INTO CLEAN WATER IN A NON-EROSIVF, � �
MANNER PER THE DETAIL ON SHEET D8\ � �
\ �
BANK OP AMERICA �
DB 5625 PG 212 ��f \
FINAL PUi OF PRESCOI GLEN PARKWAY / N_G C � \
HWY 16 R0.D RIGHi-0E-WAY ACQUISITIONS \ \
CAB M, FlLE 5I9 & 580 �
PARCEL �06165003A \� �
ZONED�. R-1(CD) AND OIS(CD) \ � �
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1.0% ANNIIAI CHANCA
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ROW SILT FENCE (TYP)
NOTES
1) ALL DISTURBED AREAS TO BE PLANIED W17H TEMPORARY SEED MIX.
2) ALL DISTURBED CHANNEL BANKS TO BE PLANTED WITH RIPARIAN SEED MIX.
3) ALL AREAS OUTSIDE CHANNELS�BANKS TO BE PLANTED WITH TURF-TYPE
FGSCUE AT 6 LBS. P6R 1000 SF. CON?RAC?OR TO PROVIDE SOfL TESiING
FOR SOIL AMMENDMENiS.
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1. DISTANCES BASED ON POSTED SPEED LIMIT OF 25 MPH AND BEING
TOWN MAINTAINED.
2. TEMPORARY DRNEWAY TO BE REMOVED UPON COMPLETION OF
PROJECT. CONTRACTOR TO RETURN DISTURBED AREA TO ORIGINAL
OR BETTER CONDITION.
3. TEMPORARY DRNEWAY MUST BE REMOVED WITHIN 3 DAYS AFTER
CONSTRUCTION HAS BEEN COMPLETED.
4. CLEAR SITE DISTANCES DETERMINED BY LIDAR CONTOURS.
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T0�9N OF YYAXHAW
LAND DEVELOPMENT STANDARDS STA N DAR D C U R B A N D G U TT E R ��
1. ALL CONCRETE TO BE 3600 P.5.1. COMPRESSIVE STRENGTH.
2. ttPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GNLVANIZED.
3. ALL JOIMS TO HAVE A 1/2" FlLLEf WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEPTHER ENAMEL.
5. SEE DEfAIL ]01.1 FOR WARRANTS
NOT TO SCALE
TOiYN OF WAXHAW
LAND DEVELOPMENT STANDARDS SA F ETY RAIL
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NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
NOT TO
Tornv oF waxxnw CURB TRANSITION
IAND DEVELOPMENT STANDARDS
2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER�n�
WARRANTS
STHNDARD SAFEfY RHIL (ST�. �']00.1) SHALL BE INSTALLE�
UNDER ANV OF THE FOLLOWING CIRCUMSTANCES IN BOTH NEW
GONSTRUCTION NND IN REfHOFRi1NG OR RECONSTRUCTION OF
EXISTING ROADWAYS OR SITES:
1. WHEN THE CULVERT CROSSING pETAIL APPLIES.
2. IF THERE IS A 7W0 FOOT OR GREATER �ROPOFf WITHIN 2
FEEf OF TH EDGE OF THE SI�EWALK (SEE DIAGR4M A).
3. IF THERE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY
ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRHM B).
4. AT THE TOP OF ANV �ROPOFF WITHIN THE PE�ESTRIAN
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE
EXPECTED IN THE VIqNIT'.
5. AT THE �IRECTION OF DEVELOPMENT SERVICES STAFF BASE�
ON FIELD CONOITIONS.
DEFINITIONS
. DROPOFF — A SLOPE OF 2:1 OR STEEPER. EXHMPLES
INCLU�E HFA�WALLS, REfAINING WALLS, ANO CULVERTS.
• PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINATION
Of SiDEWnLK, SLOPE. AND SnOULDER SLOPED AT 8:1 OR
FLATfER. SIDEWHLK DOES NOT NEED TO BE PRESENT.
• SI�EWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM
"SIDEWALK" IS USED GENERICALLY AN� SHALL MEAN ANY
PATH OR SURFACE TO BE USE� FOR BICYCLE AN�/OR
PE�ESTRIAN TRANSPORTATION. EXAMPLES INCLU�E, BUT ARE
NOT LIMITED T0, SIDEWALKS. BIKE PATHS, SHARED-USE
PATHS, PEDESTRIAN PATHS, AND GREENWAYS.
TOYPN OF WAXHAW
LAND DEVELOPMENT STA]
�SAFEIY RAIL
~ _
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OR � O�(T SIDEWALK
GREATER tis.�,�'
- -� - DIAGRAM A
SLOPED DROPOFF AT BACK OF SI�EWALK
* iF vERTiC4L DROPOFF i5 LE55 TNaN
SAFETY RAIL � FOOT. 54FET' RAIL MAY NOT BE
WARRANTED. INSTEAD, THE EDGE OF
SI�EWPLK MUST BE MARNED WITH fi"
WIOE YELLOW PAINT LINE. 10' PAST
OROPOFF IN E4CH �IRECTION ALONG
THE SI�EIVALK.
1 Ff. �
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GREATER�
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- � - - OR STEP
DIAGRAM B
VERTICAL DROPOFF AT BACK OF SI�EWALK
SAFETY RAIL WARRANTS
NOT TO SCALE
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NOTES:
ASSUMED LIVE LOAD .. ... ... .__HL-93
DESIGN FILL HEIGHT ..... ....8 FT. MAX.
MAXIMUM ALLOWABLE SOIL BEARING PRESSURE ._.._._____2,000 P51
1. CONTRACTOR SHALL DESIGN AND PROVIDE PRECAST REINFORCED CONCRETE CULVERT AND WINGWALLS IN ACCORDANCE WITH SPECIAL PROVISIONS.
2 FOR GEOTECHNICAL INFORMATION, SEE GEOTECHNICAL REPORT FROM BOYLE CONSULTING ENGWEERS DATED DECEMBER 13, 2018. THE REQUIRED NET
ALLOWABLE BEARING CAPACITY AND BEARING CONDITIONS NOTED IN THE REPORT SHALL BE CONFlRMED PRIOR TO THE PLACEMENT OF THE PRECAST
CULVERT.
3. SEE SHEET 6 FOR CULVERT PLAN, SEE SHEET 8 FOR CULVERT PROFILES.
4_ THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CULVERT FOR ENGINEER REVIEW PRIOR TO ORDERING PRECAST_
5. PRECAS7 BOX CULVERT SHALL BE DESIGNED TO ACCOMMODATE 1�2" DIFFERENTIAL SETTLEMENT AT JOINTS.
6_ CONTRACTOR SHALL MAINTAIN THE ALIGNMENTS OF THE PRECAST CULVERT SECTIONS DURING BACKFILL.
Z CONTRACTOR SHALL INCLUDE DETAILS FOR 3" DIA. WEEP HOLES AT 10 FT_ MAX. SPACING IN SHOP DRAWINGS. THE WEEP HOLES SHALL BE
APPROXIMATELY 6" ABOVE NORMAL STREAM FLOW. q78 STONE FILLED POROUS BAGS SHALL BE PLACED IN FRONT OF EACH WEEP HOLE.
CONTRACTOR MUST VERIFY WFORMATION PROVIDED_
8_ ANY TEMPORARY SHORING REQUIRED FOR THE COIVSTRUCTION OF THE CULVERT SHALL NOT BE PAID FOR AS A SEPERATE ITEM, BUT SHALL BE
INCIDENTAL TO OiHER CULVERT QUANTITIES.
9. TOP BEVELED EDGES TO BE 0.042 OF THE BOX CULVERT HEIGHT AND SIDE BEVELED EDGES TO BE 0.042
OF THE BOX CULVERT WIDTH.
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_ _ _ rnBLE � �� PLACED AT END OF LOGS
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E-L' h/ I � PO�JL WATER PARTIALLY INTO H
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- PLACE RANDOMLY AND AT Ii I
VARYING HEIGHTS 0-2' TO ` ��
- � o aoovE easE F�ow. A PLAN VIEW
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F j RiFF�E
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TOP VIEW
CROSS SECTION
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT
LEAST WEEKLY AND AFTER EACH SIGNIRCANT
(�INCH OR GREATER) RAWFALL EVENT AND
REPAIR IMMEDIATEIY. CLEAN OUT SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM
CORRECT AL� DAMAGE IMMEDIATELY.IF
SIGNIFlCANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKE SUCH
AS, INSTALLING A PROTECTIVE RIPRAP LINER
N THAT PORTION OF THE CHANNEL
CHANNTELS)6.31, RIPRAP-LWE AND PAVED
REMOVE SEDIMENT ACWMULATED BEHIND THE
DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL
TO DRAIN THROUGH THE STONE CHECK DAM,
AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CRO55 SECTION.
NOTES:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER
IN AREAS OF CONCENTRATED
FLOW.
2. END OF SILT FENCE NEEDS
TO BE TURNED UPHILL.
SiEEL POST
SILT FENCE
GEOTEXTILE FABRIC
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DIRF_CTED BY ENGINEER*
SIDE VIEW
6' MAX. W/0 WIRE
VARIABLE AS DIRECTED BY ENGINEER
SILT :-EtdP- -q43:�.i;
NSTALLEC TO S�-CON7
`N�'R- �RON TC:�
`ABRIC 8" DOW=\ ANJ 4"
FORWARD ALONG `RCNCI-I
MAINTENANCE:
II! NSPECT SEDIMENT FENCES AT LEAST ONCE A
RADE WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
II�� �� SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
� REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEAN OUT.
REMOVE ALL FENCING MATERIAL AND
UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
FRONT VIEW
' FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 STONE
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN.
TEMPORARY ROCK SILT CHECK/CHECK DAM
Not to Scale
i� TEMPORARY SILT FENCE
Not to Scale
NOTES:
1. BOTTOM TWO ROWS OF MATTING ON EACH BANK WILL BE 700
GRAM OR EQUIVALENT, ALL MATTING ABOVE CAN BE 400
GRAM OR EQUIVALENT
COIR FIBER
MATTING
BACKFILL
18" (TYP.)
1.5'
HMIN.
:0 2 � I � ¢
7� �
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M
SFDIMENT CONTROL STRUCiURAL SiONE
sroNE (#s oR p5�) (s"—iz' RiP �n�)
FLOODPLAIN/EXISTING
GROUND
ANCHORS ON
3' CENTERS
6" MIN
ANCHORS CN i'
CENTERS IN TRENCH
- MATTWG SHALL BE PLACED IN
TRENCH AND BACKFILLED
STREAM BED
NOt to SCal2
TYPICAL CROSS SECTION
EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. LO'
MATTWG IN
TRENCH
oia�crioN
OF FyLOW
ANCHCR TRENCH
ON i' CENTERS
ANCHOR OVERLAP
�ON 1' CENTERS
� I 6" OVERLAY (MIN.)
PLAN VIEW
ANCHORS ON 3' CENTERS
ANCFiORS (TYP)
ANCHORS INTO STREAM BED ON i_0' CFNTERS
MAINTENANCE:
1. INSPECT ALL EROSION CONTROL MATTING PERIODICALLY, AND
AFTER RAINSTORMS TO CHECK FOR DISLOCATION OR FAILURE.
WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MATTING. IF
WASHOUT OCCURS, REPAIR THE SLOPE AND/OR GRADE,
RESEED, REPLANT, AND REINSTALL MATTING. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
2" X 2" (NOMINAL)
WOO�EN STAKE
�
_ �
ANCHOR
2" X 2' (NOMINAL)
WOODEN STAKE
�
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ro �
STREAMBED ANCHOR
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LIVE S�TAKE DETAIL
e P}'
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30' LIVE CUTTING (DORMANT)
Np
�2
ESTABLISHED PLANT SHOWN
� FOR INFORMATION ONLV
INSTALL SPLIT DEAD STOUT
STAKES PER SPECIFICATIONS
PLANTING TO TOP
OF RIP RAP (TVP)
EXISPNG
GROUND NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
2. 2.0' ON CENTERS.
LIVE STAKE (IN EARTH)
NOT TO SCALE
n I i� LIVE STAKE I CATCF
�_
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al Inspc��inns
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��i�� ,� ,�oei,nia,�A �o�wni�.
C h.- .� I 1 1.��1 I d'I'.mx'tam�
ilr��n::ilsr i �nl�.�. n�. r�. cn'II�'il�mat'in
ini.
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Nq I �
PERMANENT SEEDWG
OVERALL SITE SEEDWG SPRIGGING. AND SODDWG
SEED ALL DISTURBED AREAS IN ACCORDANCE
WITH LAWNS AND GRASSES SPECIFICATIONS AND
L104 (SODDWG AND SPRIGGWG PLAN).
PERMANENT SEEDING IN AREAS RECENING
EROSION CONTROL MATTING
PREPARE SEEDBED BY RIPPING, CHISELING,
HARROWING, OR PLOWING TO DEPTH OF SIX
INCHES 50 AS TO PRODUCE A LOOSE, FRIABLE
SURFACE. REMOVE ALL STONES, BOULDERS,
STUMPS, OR DEBRIS FROM THE SURFACE WHICH
WOULD PROHIBIT GERMINATION OR PLANT
GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,000
POUNDS OF 10-10-10 FERTILIZER PLUS 500
POUNDS OF 20—PERCENT SUPERPHOSPHATE PER
ACRE AND TWO TONS OF DOLOMITIC LIME PER
ACRE UNLESS SOIL TESTS INDICATE THAT A
LOWER RATE OF LIME CAN BE USED.
SEE� AREA AND INSTALL EROSION CONTROL
MATTING PER MANUFACTURER'S DETAIL.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN
STRAW PER ACRE AND EITHER CRIMP STRAW INTO
SOIL OR TACK WITH LIQUID ASPHALT AT 400
GALLONS PER ACRE OR EMULSIFIED ASPHALT AT
300 GALLONS PER ACRE.
PERMANENT SEEDING (NON—RIPARIAN)
SEEDING MIXTURE
"COOL SEASON" SEPTMEBER 1— FEBRUARY 28
SPECIES RATE Ib ACRE�
SOFT RED WINTER WHEAT 50
TEMPORARY SEEDING
LATE WMTER/EARLY SPRING
SEEDING MIXTURE
SPECIES RATE
Ib ACRE
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)
50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF
TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE.
SEEDING DATES
MOUNTAINS — ABOVE 2500 FT: FEB. 15 — MAY
15
BELOW 2500 FT: FEB. 1— MAY 1
PIEDMONT — JAN. 1— MAY 1
COASTAL PLAIN—DEC. 1— APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 Ib ACRE 10-10-10
FERTILIZER. /
MULCH
APPLY 4 000 Ib ACRE STRAW. ANCHOR STRAW
�
BY TACKING WITH ASPHALT AT A RATE OF 0.10
GALLONS PER SQUARE YARD, NETTING SUCH AS
LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR
PAPER NETS STAPLED OVER THE MULCH
ACCORDING TO THE MANUFACTURERS
RECOMMENDATIONS, OR A MULCH ANCHORING
TOOL SUCH AS A DISK SET NEARLY STRAIGHT.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILRE, AND MULCH IMMEDIATELY
FO OWING EROS ON OR OT ER D GE
TEMPORARY SEEDING
FALL
SEEDING MIXTURE
SPECIES
RATE (Ib/ACRE�
RYE (GRAIN)
120
SEEDING DATES
MOUNTAINS—AUG. 15 — DEC.15
COASTAL PLAIN AND PIEDMONT—AUG. 15 — DEC.
30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 Ib/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW
BY TACKING WITH ASPHALT AT A RATE OF 0.10
GALLONS PER SQUARE YARD, NETTING SUCH AS
LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR
PAPER NETS STAPLED OVER THE MULCH
ACCORDING TO THE MANUFACTURERS
RECOMMENDATIONS, OR A MULCH ANCHORWG
TOOL SUCH AS A DISK SET NEARLY STRAIGHT.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS
IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO
EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/ACRE KOBE (PIEDMONT
AND COASTAL PLAIN) OR KOREAN (MOUNTAINS)
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING
SUMMER
SEEDING MIXTURE
SPECIES
RATE �ACREI
GERMAN MILLET
40
IN THE PIEDMONT AND MOUNTAINS, A
SMALL—STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 Ib/ACRE.
SEEDING DATES
MOUNTAINS—MAY 15 — AUG. 15
PIEDMONT—MAY 1 — AUG. 15
COASTAL PLAIN—APR. 15 — AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 2,000 Ib/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 Ib/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW
BY TACKING WITH ASPHALT AT A RATE OF 0.10
GALLONS PER SQUARE YARD, NETTING SUCH AS
LIGHTWEIGHT PLASTIC, COTTON, JUTE, WIRE, OR
PAPER NETS STAPLED OVER THE MULCH
ACCORDING TO THE MANUFACTURERS
RECOMMENDATIONS, OR A MULCH ANCHORING
TOOL SUCH AS A DISK SET NEARLY STRAIGHT.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
-m �is«�� u.xinimi LL I H AMA .
� � ,,,,,,pf RNIERA BERMUDA (HULLED) 25
�n�� ��II 11141� ,�^�. �,��^������in��^n�,������ RNIERA BERMUDA (UNHULLED) 25 SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND—DISTURBING ACTIVITIES
���������`� _ "WqRM SEASON" MARCH 1— AUGUST 31 HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
SPECIES RATE (Ib/ACRE1 ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GERMAN, BROWN TOP, 50 GROUND COVER AS SOON AS PRACTICABLE BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE
OR FOX TAIL MULLET LAST LAND—DISTURBING ACTIVITY.
RIVIERA BERMUDA (HULLED) 50 ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
'SEE SHEET 13 FOR RIPARIAN SEED MIX GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
�� NCDEQ STABILIZATION AND INSPECTION REQUIREMENTS �nsT �nNo—oisTURewc acTiviTY.
Y
Not to Scale
FLAT TOP END
LATERAL BUD —
��
BARK RIDGE—
SIDE BRANCH -
REMOVED
LOW SEASONAL J
WATER TABLE
RESTRAiNT \
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REMOVAL FROM INLET
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DUMPLOOPS DEFLECTOR
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SECTI�N
UUILtI
NOTES:
1. INLET MAINTENANCE SHHLL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVE� BV THE CITV INSPECTOR PRIOR TO INSTALLATION.
3. FILTER BAGS MAV BE REMOVED WHEN SITE IS STABILIZE� AT THE DIRECTION OF THE
ENGMEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE h1AN
HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN E%ISTING CITY OR DOT ROADS.
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F�ow A �
�PONDED DRY WORK
WATER _ _ _ _ AREA GEOTEXTILE DEWATERING
OD DIRT BAG WITH
STABILIZED OUTLET.
TOP OF
IMPERVIOUS DIKE ,
PLATE UPSTREAM SIDE OF
= IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON-ERODIBLE
- MATERIA�, 1 FOOT THICK
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PLAN VIEW
TOP WIDTH
3.0' MIN.
�
BY-PASS PUMP OUTLET
�WITH ENERGY
DISSIPATOR, TYP.
PLATE WITH IMPERVIOUS
POLYETHYLENE MEMBRANE,
20 MIL THICK
�IMPERVIOUS
DIKE, TYP.
DRY WORK
AREA
� �-EXISTING STREAM BED
� CLASS - R.P h�,� OR OTHER
HPPRC�D NON-ERODIBLE MATERIAL
SECTION A-A
� IMPERVIOUS DIKE
4xD
A � A
�� e�PUMP H SE WELL �
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8"-12' RIP
RAP
P AN
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DEWATERING PUMP� I
FOR SEDIMENT LADEN
WAiER WITHIN WORK AREA
EDGE OF�
FLOODPLAIN, TYP.
DRY WORK AREA
TEMPORARY FLEXIBLE
PUMP HOSE. TYP.
� ENERGY DISSIPATOR PUMP OUTLET
'\ \\�
\ �
�Q\
FA\ . /
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
BHG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2. INSTALL GEOTEXTILE DEWATERING DIRT BAG. AS APPROVED.
3. INSTALL BVPASS PUMP AND DEWATERING PUMP HND NECESSARV TEMPORHRY FLEXIBLE HOSE.
CONNECT DEWATERING Pl1MP TO GEOTEXTI�E DEWATERING BAG.
4. PLHCE UPSIREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE TiE WORK AREH. BEGIN
BVPA55 PUMPING FOR STREAM PUMP AROUNp OPERATION.
5. PLACE DOWNSTREHM IMPERVIOUS DME FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING
THE ISO�ATED WORK AREA. AREA TO BE DEWATERED SHALI BE EQUAL TO ONE DAV'S WORK.
6. PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.
7. EXCAVATE ANY ACCUMULHTED SILT AND DEWATER BEFORE REMOVAL OF IMPERNOUS DIKES NND/OR
COFFER DAMS. REMOVE IMPERV10U5 DIKES. COFFER DAMS, PUMPS. AND TEMPORARV FLEXIBLE HOSE.
(DOWNSiREAM IMPERVIOUS DIKES COFFER DAM FIRST).
8. PUMP AROUND AREA TO BE STABILIZE� WITH MATTING AT THE END OF EACH WORK DAV. THE
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON iH15 SHEET ONLY SHOW THE UPPER AND LOWER EXTENT
OF WORK FOR EHCH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKE(5) FOR EACH DAYS WORK.
9. REMOVE DIRT BNG AND PROPERLV �ISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE
DISTURBED AREA WITH SEED AN� MULCH.
�, ALL STREAM WORK TO BE PERFORMED "IN THE DRY" OUT OF STREAM FLOW EITHER BY
PUMP-AROUND OR STREAM DIVERSION W1TH SILT CURTAIN.
2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
3. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO hIE WORK. THIS INCLUDES
PUMPS AND HOSES.
4. GRHDED STRENM BANKS SHALL BE STABILIZED, W1TH MATPNG, PRIOR TO PREDICTE� RAIN FALL
EVENTS, UNLESS ALL RAIN EVENT F�OW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWHTER THE WORK AREA.
6. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
�DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END
OF THE DAY. MAY VARYIti S17E FROM TOTAL WORK AREA-
�\
FA\ EXISTING STREAM
\ fA CHANNEL
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� FP
� FP -
EXAMPLE OF PUMP-AROUND OPERATION
FILL PORT WITH CAP
INTERNAL STABILIZATION BAFFLE
� FILL PiPE-��
1. A WATER-INFLATED TEMPORARV DAM, OR
APPROVE� EQUAL, SHALL BE USED FOR THE
COFFER DAM.
2. DYNAMIC WATER HEIGHT CONDITIONS SHALL
NOT EXCEED 75R OF h1E PROPERLY FILLED
HEIGHT OF THE BARRIER. OR MANUFACTURER
SPEQFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS OR MANUFACTURER'S TECHNICAL
SPEqFICAPONS FOR THE COFFER DAM PRIOR
io CONSTRUCTION.
4. THERE SHOULD BE A MINIMUM 7.0' OFFSET
W�TH BETWEEN THE E�GE OF THE COFFER
DAM AND h1E STREAM BANK TO DIVERT THE
STREAM BASE FLOW. THE CONTRACTOR SHALL
INCREASE THIS WIDTH AS NECESSARV TO
INSURE THE SAFE PASSAGE OF SiRENM
WATERS AROUND hiE WORK AREA.
DR! WORK
AREA w o
�a
OII
WIT7-I CAP
EXISTING MIN. COFFER
STREAM WIDTH = 9.0'
GRADE
FRONT ELEVATION
WATER SURFACE
ELEVATION (WSE) OF DIVERTED
STREAM BASE ROW.
o��
INTERNAL
STABILIZATION
BAFFLE
FILL PORT WITH CAP FILL PIPE FILL PORT WITH
CAP, T1P
LIFTING LOOP LIFTING LOOP
(oPrioNn�) (oPrioNn�)
THERMAL SEAL THERMAL SEAL
DRAIN WITH CAP DRAIN WITH CAP \
`-DRAIN WITH CAP
SIDE ELEVATION
� EXAMPLE OF WATER FILLED COFFER DAM
PUMP AROUND/DIVERSION DETAILS
Not to Scale
7.0' MIN. OFFSET
VIDTH FROM BAN�
FILL PIPE
uFriNc �ooF
(oPrioNn�>
SEWN iN SPOUT
��o
DAm
m �
D A
Ti�m
o �
� I
IEDGE OF
�FLOODPLAIN, TYP.
�GEOTEXTILE DEWATERING
�IRT BAG WITH STABILIZED
OUTLET. O
I
COFFER DAM OR
IMPERVIOUS DIKE, TYP. OO OO
�DEWATERING PUMP
FOR SEDIMENT LADEN WATER WITHIN
WORK AREA,IF NEEDED TO CREATE
A DRY WORK AREA
II I DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE
I DAY_ MAY VARY IN SIZE FROM
TOTAL WORK AREA.
m m�o � � ��
-!
m�o
�I p\�\F
� DRV WORK \ p�
� AREA
\ \ �
EXISING STREAM� � � �
TOE OF [3ANK, TYP_ \
� �
TnP OF EXISTING \ \ �
STREAM 6ANK, TYP_
� � STREAM DIVERSION AREA
� SHOULD BE MOVED ACRO55
�\ SrREq THE CHANNEL AS ANY
g�SE F �W STRUCTURES THAT SPAN THE
CHANNEL ARE CONSTRUCTED
\ SO THATIN-STREAM WORK
IS ALWAYS CONSTRUCTED "IN
THE DRY"
MINIMUM REQUIRED BASE \
FLOW WIDTH FROM TOE �
OOF BANK SLOPE \
�
\
PUMP DISCHARGE GEOiEXiILE
HOSE DEWATERING RLTER
BAG
HIGH SIRENGiH STRAPPING
FOR SECURING SPOUT TO
PUMP HOSE
SILT CURTAIN, TYP.�
SC SC
EXAMPLE OF STREAM DIVERSION OPERATION
H�N Ipzl �
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K �
I �.� �
�I.OW
1. GEOTE%TILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCPON OPERATIONS.
2. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFIQENT SIZE AND STRENGTH TO
PROPERLY DEWATER hiE PUMP HOSE INFLUENT.
3. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULA�ON.
4. IF GEOIEXTILE DEWATERING DIRT BAG IS PLACED M EXISIING VEGETATED AREA ADJACENT TO AN
UNDISTURBEO STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING �IRT
BAG IS PLACED ON DISTURBE� SOIL THEN A STABILRED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
5. hIE STABILIZED OUTLET W1LL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1"-6� RIP RAP PER THE DIMENSIONS BELOW. PLACE FlLTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET W1LL EXTEND FROM THE SPEqAL STILLING BASIN TO
hIE BANK OF hIE CHANNEL BELOW THE WORK AREA.
�- 6.0'-15.0' ��� �GEOTEXTILE DEWATFRING
0.5 LAYER OF NCDOT� PLAN VIEW HIGH STRENGTH DOUBLE � DIRT BAG /� STAt31LIZE OUTLET
/ AS NEEDED
N0. 57 STONE STITCHED "J' TYPE SEAMS /
o / F�
0.5 LAYER OF J �h�
2"-3" RIP RAP
_ _ _ _ _ f _ _ _ EX�s»N� _ _
- - GROUND EXISTING GROUIVD-� LENGTH RANGE
3:1 3�.1 6.0'-15.0' � �
DIRT BAG TO BE PLACED ON 0.5' STREAM BANK. PROVIDE STABILIZED
NON-WOVEN LA1'ER OF NCDOT NO- 57 STONE OUTLET TO STREAM CHANNEL
RLTER FABRIC 3.0 FEET
STABILIZED OUTLET SIDE VIEW
� GEOTEXTILE DEWATERING DIRT BAG
�
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Know whaPs belOw.
Call before you dig.
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PLAN VIEW

AGENT AUTHQRIZATIQN F�RM
Name: Pinnacle_Financial Partners, Inc. iP�C: Dannv Broach)
Address: 3980 Premier Dri�e, 5uite 2ifl, Hi�h Paint, NC 27255
Phone:[phone]
Praje�t IVamelDescription: Roadway lmpra�ements to Prescot Glen Parkway
Date: March 26, 2419
The Department of the Army
U.S. Army Corgs of Engineers, Wilmingtan District
Attention: Catherine .ianiczak
Re: Wetland Related Cortsulting and Permitting
Ms. Higgins:
Ainnacfe Financial Partners, lnc, hereby designates and authorizes Kimiey-Horn and Assaciates,
lnc. to act in their behalf as their agent salely for the purpase af pracessing Jurisdicti�nal
Determinations, Section 4Q4 psrmitslSection 4D1 W�ter Quality Certifications appEications, and tv
furnish upon request supplementa! information in support of applications, et�. from this day
forward until successful campietio� of the permitting process or re�ocation by PinnacIe Financial
Partners, Inc.
Authorized this the Z�a'� day of ,.2a�
Qanny E Brpach Senior Vice President
Pinnacle Financial Partners. Inc.
Authorized Representati�e
(Print Name)
�����Gz
Pinnacle Finan�ial PaRners, Inc.
Authorixed Representati�e
(Signature}
Cc: Karen Higgins
NC Di�ision of Water Resources
4d1 & Buffer Permitting Unit
1 C50 Mail Service Center
Raleigh, NC 27699-I650

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Roadway Improvements to
Date: 1/31/2019 ProjecUSite: PrescotGlenParkway- Latitude: 34.94649
Stream A
Evaluator: Chris TP�Snberg, County: Union Longitude: -80.763608
Total Points: 33.5 Stream Determination � Other
Stream is at least intermittent Ephemeral Intermitte t Perennial e.g. Quad Name: NE Catawaba
if >_ 19 or perennial if >_ 30
A. Geomor holo Subtotal = 18 Absent Weak Moderate Stron Score
1a. Continuity of channel bed and bank 0 1 2 3 2
2. Sinuosit of channel alon thalwe 0 1 2 3 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 3
pool sequence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic floodplain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 3
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1
10. Natural valle 0 0.5 1 1.5 1
11. Second or reater order channel No = 0 Yes = 3 0
d artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9.5
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf litter
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil-based evidence of hiah water table?
0 1 2 3 3
0 1 2 3 1
1.5 1 0.5 0 0.5
0 0.5 1 1.5 1
0 0.5 1 1.5 1
No=O Yes=3 3
C. Biolo Subtotal = 6
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos (note diversity and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Cra fish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream flowing from offsite from the southeast.
Strong baseflow present.

Photo Pa e 1
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Photo 1— Stream A(SA) — Perennial stream, looking downstream
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Photo 2— SA — Perennial stream, looking upstream.
Title Photo Pages
Pinnacle Financial Partners, Inc. Prepared By
Project Roadway Improvements to Prescot Glen Parkway
Waxhaw, Union County, NC
Date Proj ect Number KII11�2y �>i �i01'll
3/21/19 118193003

Photo Pa e 2
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Photo 3— SA — Perennial stream, looking downstream.
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Photo 4— SA — Perennial stream, looking upstream.
Title Photo Pages
Pinnacle Financial Partners, Inc. Prepared By
Project Roadway Improvements to Prescot Glen Parkway
Waxhaw, Union County, NC
Date Project Number KI111�2�») fi01'11
3/21/19 ll 8193003

urisdictional Determination ReQuest
U5 Army Corps
af Enginesrs
Wifmingion 6isEricf
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington Dish-ict (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of proj ect managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.miUMissions/Re u� latoryPermitProgram/Contact/CountyLocator.aspx,
by calling 9] 0-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CIIARI.OTTE REGULATORY
FIELD OFFICES
US Army Corps of Enginccrs
151 Patton Avenue, Room 208
Ashcvillc, North Carolina 28801-5006
General Number: [phone]
Fax Nuinber: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Enginccrs
2407 West Fifth Street
Washington, Narth Carolina 27889
General Number. [phone]
Fax Numbcr. [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Hcritagc Tradc Drivc, Suitc 105
Wake Forest, North Carolina 27587
Gcncral Numbcr: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avcnuc
Wilmington, North Carolina 28403
Gcncral Numbcr: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D— PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D- NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A.
B.
PARCEL INFORMATION
Street Address: Roadway Improvements to Prescot Glen Parkway
City, State:
County:
Waxhaw, North Carolina
Union County
Parcel Index Number(s) (PIN): NA
REQUESTOR INFORMATION
Name: Chris Tinklenberg, PWS
Mailing Address:
Charlotte, NC
C.
Telephone Number:
� Other, please explain.
� I am an Authorized Agent or Environmental Consultantl
� Interested Buyer or Under Contract to Purchase
200 South Tryon Street, Suite 200
[phone]
[e-mail]
� I am the current property owner.
Electronic Mail Address:
Select one:
PROPERTY OWNER INFORMATIONZ
Name: NCDOT
Mailing Address:
Telephone Number:
Electronic Mail Address:
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PRUPERTY ACCESS CERTIFICATI�N3•a
By signing betow, l authorize representati�es of the Wilmington District, U.S. Army Corps of
Engineers {Corps) to enter upon the property herein des�ribed for the purpase of canducting an-
site in�estigatians, if necessary, and issuing a jurisdictionai determinatian pursuant to Section
404 oFthe Clean Water Act andlor Section IQ of the Rivers and Harbors Act of 1$99. 1, the
undersigned, am either a duly autharixed owner oirecord af the property identified herein, or
acting as the duly authorized agent of the owner of recQrd of the property.
, I+�I n/� GI� �i�IH►J L'lni L.s I��JE.� S
Print Name
Capacity: Q 4wner ❑ Authorized AgentS
3- �-�q
Date n
5ignature
� ��RU� ��/ a� � � �,.c",Sj�En %
E. REASaN FUR ,ID REQUEST: (Check as many as applicable)
� I intend to constructlde�e]op a project ar perform activities on this parcel which would be
designed to a�oid all aquatic resQurces.
� I intend ta construc#/develop a proje�t ar perform ac#ivities on this parcel which wauld be
designed to avoid a11 jurisdictional aquatic resources under Corps authority.
❑ I intend to constructldevelop a praject vr perform activities an this parcel which may
require authorization From the Corps, and the JD would be used ta a�oid and minimize
irrtpacts to jurisdictional aquatic resaurces and as an initial step in a future permitting
racess.
,/ I intend ta canstruct/de�elop a project or perfarm activities on this parcel which may
require authorization from the Cvrps; this request is accampanied by my permit application
and the ]D is ta be used in the permitting process.
� I intend to constructlde�elop a project ar perform acti�ities in a navigable water af the
U.S. which is included on the district Section 10 list andlar is subject ta the ebb and fiow of
the tide.
eA Corps ]D is required in order obtain my locallstate authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Carps
confrm that jurisdiction daesldoes nvt exist over the aquatic resource on the parcel.
I 6elie�e that the site may be comprised entirely of dry land.
Other:
For NCD�T requests following the current NCD�TIUSACE pratocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following far each additional parcel an a
cantinuation sheet.
5 Must provide agent autharization formlletter signed by orvner{s}.
Version: May� 2D17 Page 3

Jurisdictional Determination Request
F.
❑✓
�❑
❑
G.
�
JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminarX JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter OS-
02).
I am unclear as to which JD I would like to request and require additional infortnation
to inform my decision.
ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
� Size of Property or Review Area �• 7 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H.
�
REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
Longitude
34.946490N
-80.763608 W
� A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than l 1x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For A�roved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
� Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.miUMissions/Re _ug latory-Permit-
Pro,gram/Juri sdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
✓❑
�❑
�❑
✓❑
�
Completed appropriate Jurisdictional Determination form
PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
AJD5, please complete an Approved Jurisdictional Determination Formg
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
� Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
� Landscape Photos (if taken)
� NCSAM and/or NCWAM Assessment Forms and Rating Sheets
� NC Division of Water Resources Stream Identification Forms
� Other Assessment Forms
� www.saw.usace.army.mil/Portals/59/docs/re_ug lato .r�gdocs/JD/RGL 08-02 A�_A_Prelim JD_Form fillable.pdf
g Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
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 a�ailable as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2- PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Chris Tinklenberg, 20o s. Tryon st., ste 200, Charlotte, Nc 2s2o2
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: nJC County/parish/borough: �JnlOn City: �/aXhaW
Center coordinates of site (lat/long in degree decimal format):
�at.: 34.946490 N �ong.: -80.763608 W
Universal Transverse Mercator: � 7N
Name of nearest waterbody: UT to Twelvemile Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Latitude Longitude Estimated amount Type of aquatic Geographic authority
number (decimal (decimal of aquatic resource resource (i.e., wetland to which the aquatic
degrees) degrees) in review area vs. non-wetland resource "may be"
(acreage and linear waters) subject (i.e., Section
feet, if applicable) 404 or Section 10/404)
SA 34.946490 -80.763608 2651f non-wetland waters Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre-
construction notification" (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicanYs acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
�■ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
� Data sheets prepared/submitted by or on behalf of the PJD requestor.
� Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
� Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data.
� USGS 8 and 12 digit HUC maps.
❑■ U.S. Geological Survey map(s). Cite scale & quad name: 1:24K -Catawba NE
� Natural Resources Conservation Service Soil Survey. Citation: NRcs so�i sur�ey �ur,�or, cour,ty, 1996)
�■ National wetlands inventory map(s). Cite name: NWI digital data
� State/local wetland inventory map(s):
� FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
� Photographs: 0 Aerial (Name & Date): 2017 Union County Aerial
or 0 Other (Name & Date): Site photographs
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarilv
been verified bv the Corps and should not be relied upon for later iurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

■ ■�■ Roy Co4per. GQvernor
�� � NC DEPARTMENT �F Susi Hamilton. Seerekary
■■ ■■ NA7URAL A�ND CUL7URAL RESOURCES
��� Walter Cl�rk, C}irector, Lan�! and Water 5tewart#ship
NCNHDE-8533
March 21. 2019
Addie Lasitter
Kimley-Horn
200 South Tryon Street
Charlotte, NC 28202
RE: Prescot Roadway Improvements
Dear Addie Lasitter:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.aov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodnev.butlerC�ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
:�_:}pr��l`•1�'J' .'I k:, "41;y;tl „`JI .. i f� I%''t. iiF5.;7,,.-.::r:=:
�5� � i I � �. , i.�,,.. � �_I�. .. 'I�:_ .i1II.�. , .
�. : �. � .. � . � ,��,�

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Prescot Roadway Improvements
March 21, 2019
NCNHDE-8533
Element Occurrences Documented Within a One-mlle Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Freshwater 10295 Villosa constricta Notched Rainbow 2002-11-02 E 3-Medium --- Threatened G3 S3
Bivalve
Freshwater 29551 Villosa delumbis Eastern Creekshell 2013-08-28 E 3-Medium --- Significantly
Bivalve Rare
Freshwater 115 Villosa vaughaniana Carolina Creekshell 2011-06-09 E 3-Medium --- Endangered
Bivalve
Freshwater Fish10412 Etheostoma collis Carolina Darter 2013-05-28 E 3-Medium --- Special
Concern
Vascular Plant 28972 Eurybia mirabilis Piedmont Aster NR 2-High --- Significantly
Vascular Plant 15852 Helianthus schweinitzii Schweinitz's Sunflower 2011-09-01
Vascular Plant 20639 Helianthus schweinitzii Schweinitz's Sunflower 2014-09-24
Vascular Plant 28562 Primula meadia Shooting-star 2008-04-04
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating
CTB/Twelvemile Creek Aquatic Habitat R5 (General)
No Managed Areas are Documented Within a One-mile Radius of the Project Area
G4 S4
G2 S3
G3 S3
G3 S3
Rare
Throughout
F 2-High Endangered Endangered G3 S3
F 2-High Endangered Endangered G3 S3
D 3-Medium --- Threatened G5 S2S3
Collective Rating
C4 (Moderate)
Definitions and an explanation of status designations and codes can be found at httos://ncnhde,natureserve.org/content/help. Data query generated on March 21, 2019; source: NCNHP, Ql Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

March 21, 2019
� Project Boundary
� Buffered Project Boundary
� NHP Natural Area (NHNA)
Page 3 of 3
1:20,714
0 0.175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenSlreelMap contributors, and the GIS
user communiry
NCNHDE-8533: Prescot Roadway Improvements

o��Q���,NT oF Ty�$�
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street Suite #B
Asheville, North Carolina 28801
October 31, 2018
Ms. Katherine J. Shumaker
Ms. Briana L. Bill
Dewberry Engineers, Inc.
551 Piney Forest Road
Danville, VA 24540
Dear Ms. Shumaker and Ms. Bill:
ua
e�rsH � wn.na.��e
sexv�ce
�,.r�T„g�
Subject: Prescott Glen Parkway Bridge Investigation and Concept Study, Waxhaw, Union
County, North Carolina
We received your letter dated October 15, 2018 (received on October 18, 2018), requesting our
comments on the subject project. The following comments are provided in accordance with the
provisions of section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-
1543) (Act).
According to our records and a review of the information you provided, no federally listed
species or their habitats occur in the project area. Therefore, we believe the requirements under
section 7 of the Act are fulfilled. However, obligations under section 7 of the Act must be
reconsidered i£ (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please contact Mr. Allen Ratzlaff of our staff at 828/258-3939, Ext. 229. In
any future correspondence concerning this project, please reference our Log Number 4-2-18-379.
E-Copy:
Olivia Munzer, North Carolina Wildlife Resources Commission, olivia.munzer(a�ncwildlife.or�

,�•�•�,
�`'•'' Dewberry°
.....
.,;,;,.
..
TRANSMITTAL
Date: October 15, 2018
Project Name: Prescott Glen Parkway Bridge Investigation
To: USFWS
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
RE: Biological conclusion
Separate cover
X U.S. mail
Messenger
�
�I�+
Pick up
Overnight carrier
Hand delivery
Prints
Copies
X Reports
Studies
Product literature
Computations
CDs/DVDs
Other
Reproducible �
1 10.15.18 CLOMR Project Review Request: Prescott Glen Parkway Bridge Investigation and Concept Study
X For review & comment
For your file/use
For revision & submission
For distribution
Comments:
Enclosed is the Online Project Review Request for the Prescott Glen Parkway Bridge Investigation and
Concept Study. Please contact Briana Bill at [phone] or [e-mail] with any questions
or comments.
Signed:
Briana L. Bill, PWS, PWD
Senior Environmental Scientist
551 Piney Forest Rd, Danville VA
24540
434.549.8494
Project #: 50093105
Phone: [phone]
CC: LaFranchi, Brian (Dewberry) (email)
�
If enclosures are not as noted, please notify us at once � 1 of 1

��i�i
�:_� Dewberry°
October 15, 2018
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Dewberry Engineers Inc. 434.797.4497
551 Piney Forest Road 434.797.4341 fax
Danville, VA 24540 www.dewberry.com
RE: Online Project Review Request
Prescott Glen Parkway Bridge Investigation and Concept Study
Union County, North Carolina
To Whom It May Concern,
We have reviewed the referenced project using the U.S. Fish and Wildlife Service (USFWS) North
Carolina Field Office's online project review process and have followed guidance and instructions in
completing the review. We completed our review on October 1, 2018 and are submitting our project
review package in accordance with the instructions for concurrence from the USFWS.
This project review is needed for preliminary planning and design purposes. No federal funds are
provided for this project. A federal or state permit for jurisdictional features may be required in the
future. This review request is to provide a biological conclusion with concurrence by the USFWS for
threatened and endangered species that may occur within the project area.
Our proposed action consists of a CLOMR flood study to accommodate the Prescott Glen Parkway
Bridge Investigation and Concept Study, in Union County, North Carolina. The final development
project will include the installation of an access road including a bridge crossing over an unnamed
tributary to Twelve Mile Creek. The project is estimated to be completed by 2020. The location of the
project is identified on Figure 1.
The Endangered Species Act protects species that are federally listed as threatened or endangered.
Online and field surveys are conducted to determine the presence of suitable habitat for threatened
or endangered species. If suitable habitat is found, a field survey may be needed to confirm or refute
the presence of, or the potential presence of the identified threatened or endangered species.
Dewberry conducted an online search through the USFWS Information for Planning and Consultation
(IPaC) program to determine the potential presence of threatened or endangered species (Appendix
A). Table 1 summarizes the potential threatened or endangered species identified to potentially
occur within the project area.
Dewberry requested an online project review by the North Carolina Department of Natural and
Cultural Resources Natural Heritage Program (NHP) on April 21, 2018, and updated the request on
September 24, 2018 (Appendix B). The NC NHP reported two (2) element occurrences documented
within a one (1) mile radius of the project area. Schweinitz's Sunflower (Helianthus schweinitzii) was
observed on September 1, 2011 and on September 24, 2014.
Page 1 of 5

USFWS, Asheville
Prescott Glen Parkway Bridge Investigation and Concept Study
October 15, 2018
Dewberry conducted a site visit on April 22, 2018 to determine the presence of potential habitat for
the Carolina heelsplitter, Michaux's sumac and the Schweinitz's sunflower within the project area.
The north-northeastern portion of the site consists of a partially developed parcel including the
terminus of a paved roadway, concrete sidewalks, stormwater ponds and open vegetated fields. A
maintained sewer line parallels the unnamed tributary to the west. The south-southwestern portion
of the site includes a maintained subdivision and paved roadway that terminates at the forested
corridor paralleling the tributary.
Dewberry, with verbal consultation with USFWS, determined that habitat was present for Michaux's
sumac and Schweinitz's sunflower. Habitat was determined not suitable for the Carolina Heelsplitter.
On October 1, 2018, Dewberry Environmental Scientists, Briana L. Bill and John P. Rathburn,
conducted an on-site foot survey for Michaux's sumac and Schweinitz's sunflower. Figure 2 provides
an aerial illustration of the site and the investigation area. No occurrences of Michaux's sumac or
Schweinitz's sunflower were observed. The dominant plant species observed on-site, within open
areas, included Solidago altissima, Symphyotrichum racemosum, Lespedeza cuneate, Lespedeza
violacea, and Eupatorium serotinum.
Table 1 summarizes the biological opinion provided by Dewberry. A species conclusion table is
provided in Appendix C.
Table 1. Potential Threatened and
Species
Common Name
Carolina Heelsplitter
Michaux's Sumac
Schweinitz's Sunflower
'T— Threatened
zE — Endangered
Federal
Status
�Tl/EZ)
E
E
E
ies within Project Area
Habitat Species giological
Present Survey Conclusion
Window
No Year No Effect
Round
Scientific Name
Lasmigona decorata
Rhus michauxii
Helianthus schweinitzii
Yes May-Oct
Yes Aug-Oct
No Effect
No Effect
The following sections discuss the individual species, habitat and the biological conclusion.
Carolina Heelsplitter
The Carolina heelsplitter was historically known from several locations within the Catawba
and Pee Dee River systems in North Carolina. In North Carolina, the species is known to occur
in a few streams in the Pee Dee and Catawba River systems. The species exists in very low
abundances, usually within 6 feet of shorelines, throughout its known range. The general
habitat requirements for the Carolina heelsplitter are shaded areas in large rivers to small
streams, often burrowed into clay banks between the root systems of trees, or in runs along
steep banks with moderate current. The more recent habitat where the Carolina heelsplitter
�. Dewberry�
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USFWS, Asheville
Prescott Glen Parkway Bridge Investigation and Concept Study
October 15, 2018
has been found is in sections of streams containing bedrock with perpendicular crevices filled
with sand and gravel, and with wide riparian buffers (NCDOT 2015).
Habitat Present: No
The project area is within the Yadkin-Pee Dee river system. An online search of the USFWS
identifies the Carolina heelsplitter as occurring in Mecklenburg County. The Carolina
heelsplitter requires cool, clean, well-oxygenated water. Stable, silt-free stream bottoms
appear to be critical to the species. Typically stable areas occur where the stream banks are
well-vegetated with trees and shrubs (USFWS 2012). A stream system was identified within
the project area in Union County. The stream reach within the project area consisted of a low
water stream with a silt, sand and bedrock bottom with unstable banks.
Biological Conclusion: No Effect
Habitat and site conditions within the project area are not supportive for the Carolina
heelsplitter. Discussions with the USFWS indicated that a survey was not necessary along the
unnamed tributary to Twelve mile creek.
Michaux's Sumac
Michaux's sumac, endemic to the inner coastal plain and lower piedmont, grows in sandy or
rocky, open, upland woods on acidic or circumneutral, well-drained sands or sandy loam soils
with low cation exchange capacities. The species is also found within maintained railroad,
roadside, power line, and utility rights-of way; areas where forest canopies have been opened
up by blowdowns and/or storm damage; small wildlife food plots; abandoned building sites;
and in and along edges of other artificially maintained clearings undergoing natural
succession. The plant is shade intolerant and, therefore, grows best where disturbance (e.g.,
mowing, clearing, grazing, periodic fire) maintains its open habitat (NCDOT 2011).
Habitat Present: Yes
An online search of the USFWS identifies the Michaux's sumac as occurring in Union County.
The habitat preference of the plant is listed to include disturbed areas such as roadsides and
associated rights-of-way, or on the edges of artificially maintained clearings undergoing
natural succession (USFWS 2017). These habitats are found within the project area including
the maintained sewerline, forest edge and open vegetated fields associated with
development activities.
Biological Conclusion: No Effect
The optimal survey window for the Michaux's sumac is May through October. An on-site foot
survey was conducted on October 1, 2018 and no Michaux's Sumac was observed. Smooth
sumac (Rhus glabra) was observed within the southwestern side of the project area along the
edge of the forested corridor paralleling the tributary and paved roadway associated with the
subdivision. No other species of sumac were observed within the project area.
'! Dewberry� Page 3 of 5

USFWS, Asheville
Prescott Glen Parkway Bridge Investigation and Concept Study
October 15, 2018
Schweinitz's Sunflower
Schweinitz's sunflower is endemic to the piedmont of North and South Carolina. The species
is found along roadside rights-of-way, maintained power lines and other utility rights-of-way,
edges of thickets and pastures, clearings and edges of upland oak-pine-hickory woods, and
other sunny or semi-sunny habitats where disturbances (e.g., mowing, clearing, grazing, blow
downs, storms, frequent fire) help create open or partially open areas for sunlight. It is
intolerant of full shade and excessive competition from other vegetation. Schweinitz's
sunflower occurs in a variety of soil series; including Badin soils, which occur within the
project area. It is generally found growing on shallow sandy soils with high gravel content;
shallow, poor, clayey hardpans; or shallow rocky soils, especially those derived from mafic
rocks (NCDOT 2011).
Habitat Present: Yes
An online search of the USFWS identifies the Schweinitz's sunflower as occurring in Union
County. The habitat preference of the plant is listed to include disturbed areas such as
roadside rights-of-way, maintained utility rights-of-way, edges of thickets and pastures, and
clearings (NCDOT 2011). These habitats are found within the project area.
Biological Conclusion: No Effect
The optimal survey window for the Schweinitz's sunflower is August through October. An on-
site foot survey was conducted on October 1, 2018 and no Schweinitz's sunflower were
observed. Tickseed sunflower (Bidens aristosa) and Grass-leaved golden-aster (Chrysopsis
graminifolia) were observed within the north-northeastern portion of project area within the
open vegetated fields.
The enclosed project review package provides the information about species, critical habitat, and
bald eagles considered in our review. The species conclusions table included in the package identifies
our determinations for the resources that may be affected by the project.
For additional information, please contact Briana L. Bill at [phone] or at
[e-mail].
Sincerely,
Katherine J. Shumaker
Staff Environmental Scientist
Briana L. Bill, PWS, PWD
Senior Environmental Scientist
Enclosures (Project Area Maps, IPaC Species List, Species Conclusion Table, NCNHP Letter Report)
P:\50093105\Adm\Reports\Prescott Village USFWS Project Review Letter.docx
_. Dewberry�
Page4of5

USFWS, Asheville
Prescott Glen Parkway Bridge Investigation and Concept Study
October 15, 2018
References:
NCDOT. 2011. T&E Plant Habitat Descriptions. North Carolina Department of Transportation.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20and%20Procedures
/TE%20PIant%20Habitat%20Descriptions%2006-29-2011.pdf (Accessed 9/26/18)
NCDOT. 2015. TE Animal Habitat Description. North Carolina Department of Transportation.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20and%20Procedures
/TE%20Animal%20Habitat%20Descriptions%20Mar_6_2015.pdf (Accessed 9/26/18).
NCDOT. 2016. Threatened and Endangered Plant Species:
Site Locations. North Carolina Department of Transportation, Roadside Environmental Unit.
http://www.ncdot.gov/doh/operations/dp_chief_eng/roadside/vegetation/maintenance/endanger
ed.html (Accessed 9/26/18).
USDA. 2018. Web Soil Survey, Union County, NC (NC179). Natural Resources Conservation Services.
https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx (Accessed 10/15/18)
USFWS. 2012. Carolina Heelsplitter. U.S. Fish and Wildlife Service Asheville Ecological Services Field
Office. https://www.fws.gov/asheville/htmis/listed_species/Carolina_heelsplitter.html (Accessed
9/26/18)
USFWS. 2017. Michaux's Sumac. U.S. Fish and Wildlife Service Raleigh Field Office.
https://www.fws.gov/raleigh/species/es_michauxs_sumac.html (Accessed 9/26/18).
USFWS. 2017. Schweinitz's Sunflower. U.S. Fish and Wildlife Service Raleigh Field Office.
https://www.fws.gov/raleigh/species/es_schweinitz_sunflower.html (Accessed 9/26/18).
� Dewberry�
Page5of5

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Figure 2
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' -a Legend
Figure 2: Prescott Glen Parkway Bridge Study �� �� �.������ :��v y; �.
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Appendix A
I PaC Species List

�F
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/countyfr.html
In Reply Refer To:
Consultation Code: 04EN1000-2018-SLI-0361
Event Code: 04EN1000-2018-E-01624
Project Name: Prescott Glen Parkway Bridge Investigation and Concept Study
e ..e.
o- �xi i h u ee.i �� �rt:
�rin'a'R
��
�
�
August 02, 2018
Subject: Updated list of threatened and endangered species that may occur in your proposed
project location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project andlor may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: https://www.fws.�ov/ralei h�/species/
cntylist/nc_counties.htmL The AFO website list includes "species of concern" species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
htt�s://www. fws.gov/asheville/htmis/proj ect_review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
https://www. fws.�ov/nc-es/plant/�lant_survey.html
Northern long-eared bat Guidance
https://www. fws.gov/asheville/htmis/proj ect_review/NLEB_in_WNC.html
Predictive Habitat Model for Aquatic Species
httas://www. fws. �ov/asheville/htmis/Maxent/Maxent.html

08/02/2018 Event Code: 04EN1000-2018-E-01624 2
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmis/project_review/assessment guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www. fws. gov/endangered/esa-librar�pdf/TOGGLO S. PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles�. Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://

08/02/2018 Event Code: 04EN1000-2018-E-01624 3
www.fws. og v/mi rg atorvbirds/CurrentBirdIssues/Hazards/towers/towers.htm;
http://www.towerkill.com; and http://www.fws. o� v/migratorvbirds/CurrentBirdIssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
• Migratory Birds
� Wetlands

08/02/2018 Event Code: 04EN1000-2018-E-01624
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

08/02/2018 Event Code: 04EN1000-2018-E-01624 2
Project Summary
Consultation Code: 04EN1000-2018-SLI-0361
Event Code:
Proj ect Name
Project Type:
04EN1000-2018-E-01624
Prescott Glen Parkway Bridge Investigation and Concept Study
DEVELOPMENT
Project Description: Preliminary project area review for planning and design purposes.
Project Location:
Approximate location of the project can be viewed in Google Maps: htt�s://
www. o�og�le.com/ma�s/place/34.94647779390141N80.76350382186811W
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Counties: Union, NC

08/02/2018 Event Code: 04EN1000-2018-E-01624 3
Endangered Species Act Species
There is a total of 3 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Clams
NAME
Carolina Heelsplitter Lasmigona decorata
There is final critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws. oe v/ecp/species/3534
Flowering Plants
NAME
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws. og v/ecp/species/5217
Schweinitz's Sunflower Helianthus schweinitzii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws. og v/ecp/species/3849
Critical habitats
STATUS
Endangered
STATUS
Endangered
Endangered
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECTAREA UNDER THIS OFFICE'S
JURISDICTION.

08/02/2018
Migratory Birds
Event Code: 04EN1000-2018-E-01624
Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Mi r� atory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E-bird data
ma�ing tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in the
BREEDING SEASON
Breeds May 1 to Ju131
Breeds Apr 1 to Ju131
continental USA and Alaska.

08/02/2018 Event Code: 04EN1000-2018-E-01624 2
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (�)
Each green bar represents the bird's relative probability of presence in the l Okm grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence scare. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. Far example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the lOkm grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe

08/02/2018 Event Code: 04EN1000-2018-E-01624 3
Surveys from only the last 10 years are used in arder to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Prairie Warbler � � � _ , , _ � _
— . — � . . � �-- . ---- ---- -- - — --- . , -- . . — . . _ _ --
BCC Rangewide (CON)
Prothonotary
—.—� . . � � ,--- � �-- �—I----------
Warbler — � — --- _ � -- . _ — � - — - --
BCC Rangewide (CON)
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.�ov/birds/management/mana�ed-species/
birds-of-conservation-concern.ph�
• Measures for avoiding and minimizing impacts to birds htt�://www.fws.�ov/birds/
mana�ement/�roj ect-assessment-tools-and-�uidance/
conservation-measures.ph�
• Nationwide conservation measures for birds http://www.fws.�ov/migratorvbirds/pdf/
management/nationwidestandardconservationmeasures.�df
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC� and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowled�;e Network (AKN�. The AKN data is based on a growing collection of survey, bandin�,
and citizen science datasets and is queried and filtered to return a list of those birds reported as

08/02/2018 Event Code: 04EN1000-2018-E-01624 4
occurring in the l Okm grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Ea lg e Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the E-bird Explore Data Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowled�e Network (AKN�. This data is derived from a growing
collection of surveX, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Ea lg e Act requirements (far eagles) ar(far non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC

08/02/2018 Event Code: 04EN1000-2018-E-01624 5
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Ma�ing of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird StudX
and the nanota� studies or contact Caleb Spie�el or Pam Lorin�.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

08/02/2018 Event Code: 04EN1000-2018-E-01624
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
RIVERINE
• R2UBH

Appendix 6
NCNHP Online Project Review

N�r#h �arolina Deparhnent of Nafiural and �ulfiural Resources
Natural Heritage Program
�avemar Ray �oaper
�ecretary �usi H_ Harniltan
NCNHDE-7057
September 24, 2018
Briana Bill
Dewberry Engineers Inc.
551 Piney Forest Road
Danville, VA 24540
RE: Prescott Glen Parkway Bridge Investigation ; 50093105
Dear Briana Bill:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates that there are
no records for rare species, important natural communities, natural areas, and/or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of
natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also
included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project
area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact
information for USFWS offices in North Carolina is found here:
https://www.fws. gov/offi ces/Di rectory/ListOffices. cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or Federally-listed
species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAI LI NG fi�aRESS= Telephone= (919j ifl7�1 d7 LOGLkIION=
1fi�i1 Mail Service Center wwvr.nenhp.arg 121 West Jones Street
Raleigh, NC 2769�1651 F2aleigh, NC 276d3

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Prescott Glen Parkway Bridge Investigation
Project No. 50093105
September 24, 2018
NCNHDE-7057
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element
Group Observation Occurrence
Date Rank
Freshwater 10295 Villosa constricta Notched Rainbow 2002-11-02 E
Bivalve
Freshwater 29551 Villosa delumbis Eastern Creekshell 2013-08-28 E
Bivalve
Freshwater 115 Villosa vaughaniana Carolina Creekshell 2011-06-09 E
Bivalve
Freshwater Fish 10412 Etheostoma collis Carolina Darter 2013-05-28 E
Vascular Plant 28972 Eurybia mirabilis Piedmont Aster NR
Vascular Plant 15852 Helianthus schweinitzii Schweinitz's Sunflower 2011-09-01
Vascular Plant 20639 Helianthus schweinitzii Schweinitz's Sunflower 2014-09-24
Vascular Plant 28562 Primula meadia Shooting-star 2008-04-04
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating
CTB/Twelvemile Creek Aquatic Habitat R5 (General)
No Managed Areas are Documented Within a One-mile Radius of the Project Area
F
F
D
Accuracy Federal State
Status Status
3-Medium --- Threatened
3-Medium --- Significantly
Rare
3-Medium --- Endangered
3-Medium --- Special
Concern
2-High --- Significantly
Rare
Throughout
2-High Endangered Endangered
2-High Endangered Endangered
3-Medium --- Threatened
Collective Rating
C4 (Moderate)
Global State
Rank Rank
G3 S3
G4 S4
G2 S3
G3 S3
G3 S3
G3 S3
G3 S3
G5 S2S3
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/contenUhel�. Data query generated on September 24, 2018; source: NCNHP, Q3 July 2018. Please resubmit
your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-7057: Prescott Glen Parkway Bridge Investigation
� NHP Natural Area (NHNA) Sources Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), swisstopo, OO OpenStreetMap contributors, and
the GIS User Community
Page 3 of 3
September 24, 2018 1:20,978
� Project Boundary o o.��s o.ss o.� mi
� Buffered Project Boundary o o.z�s 0.55 1.1 km

Appendix C
Species Conclusion Table

Species Conclusions Table
Project Name: Prescott Glen Parkwav Bridae Investiqation and Concept Studv (CLOMR Studv Area)
Date: October 15, 2018
S ecies / Resource Name Conclusion ESA Section 7/ Ea le Act Determination Notes / Documentation
Carolina Heelsplitter No potential habitat present No effect Stream system onsite of bedrock and sand
Lasmigona decorata bottom with unstable banks. Low flow and
consult with the USFWS determined
unlikely habitat.
Michaux's Sumac Habitat present and survey No effect No Michaux's Sumac observed during foot
Rhus michauxii conducted survey conducted on October 1, 2018.
Schweinitz's Sunflower Habitat present and survey No effect No Schweinitz's Sunflower observed during
Helianthus schweinitzii conducted foot survey conducted on October 1, 2018.
critical habitat No critical habitat present
bald eagle Unlikely to disturb nesting No eagle act permit required
bald eagles
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
Signature /Title
Senior Environmental Scientist, PWS, PWD
10/15/2018
Date