20180945 Ver 1_401 Application_20180718

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 -
BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Cadence -Mint HIII Sewer Extension
2. Work Type: Private ❑� Institutional ❑ Government ❑ Commercial 11
3. Project Description / Purpose [PCN Form 133d and 133e]:
Potential residential development.
4. Property Owner/ Applicant [PCN Form A3 or A4]:
Applicant: Bob Wiggins, Mattamy Homes. Owner: See attached table
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Daniel Roberts
6. Related Action ID Number(s) [PCN Form 135b]:
None
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
Northeast of the Fairview Road and Jefferson Colony Road intersection, west of 1-485 in Mint Hill, North Carolina
35.188623, -80.633313
8. Project Location - Tax Parcel ID [PCN Form 131a]: 13936199, 13906101, 13901402, and 13901401
9. Project Location — County [PCN Form A2b]: Mecklenburg County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Mint HIII
11. Project Information — Nearest Waterbody [PCN Form 132a]: Clear Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03040105
Authorization: Section 10 ❑ Section 404 ❑� Section 10 & 404
Regulatory Action Type:
❑✓
Standard Permit
Nationwide Permit # 12
❑ Regional General Permit #
✓❑ Jurisdictional Determination Request
❑Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20150602

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Mr. David Shaeffer
Charlotte Regulatory Satellite Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801
Subject: Cadence -Mint Hill Sewer Extension
Mint Hill, North Carolina
CWS Project No. 2017-0433
LETTER OF TRANSMITTAL
Date: June 28, 2018
WE ARE SENDING YOU: J Preliminary JD Package J Other: NWP 12
ON BEHALF OF: Mattamy Homes, POC: Mr. Bob Wiggins
ATTACHMENTS INCLUDED:
NO.
DESCRIPTION
1
PCN Pursuant to NWP 12
2
Jurisdictional Determination Request Form
3
Preliminary Jurisdictional Determination Form
4
Property Owner Information
5
Agent Authorization Form
6
Construction Plans/Impact Figures
7
Development Plan Sketch
8
PCN Figures 1-7
9
PJD Figures 1-8
10
PETS Report
11
SHPO Ma
12
NCDEQ Stream Classification Forms SCP1-SCP9
13
USACE Wetland Determination Data Forms DP1-DP8
14
Photograph (Photographs 1-13
THESE ARE TRANSMITTED as checked below:
J For verification and signature ❑ Revisions per field visit ❑ As requested ❑ As submitted
REMARKS: Mr. Shaeffer, we are submitting a Preliminary JD and PCN pursuant to NWP 12 for
your verification and signature.
Please do not hesitate to contact Daniel Roberts at 704-527-1177 ext. 707 or [e-mail]
should you have any questions or comments regarding this request.
Sincerely,
Daniel Roberts
Project Scientist
Christine Geist,CE, PWS
Consulting Group Manager

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
June 22, 2018
CWS Project No. 2018-0433
APPENDIX 1
Pre -Construction Notification Pursuant to Nationwide Permit #12

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 14
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
0 Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NW P) number: 12 or General Permit (GP) number:
1c.
Has the NW P or GP number been verified by the Corps?
❑ Yes 0 No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
0 401 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
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes N No
For the record only for Corps Permit:
❑ Yes N No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes 0 No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes N No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes 0 No
2.
Project Information
2a.
Name of project:
Cadence Mint Hill -Sewer Extension
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Mint Hill
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
DB Aster III, LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
250 Gibraltar Rd
3e.
City, state, zip:
Horsham, PA 19044
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 14
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Q Agent ❑x Other, specify: Mattamy Homes
4b. Name:
Bob Wiggins
4c. Business name
(if applicable):
Mattamy Homes
4d. Street address:
2127 Ayrsley Town Blvd
4e. City, state, zip:
Charlotte, NC 28273
4f. Telephone no.:
(704)- 604-8424
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Daniel Roberts
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
704-527-1177
5f. Fax no..
704-527-1133
5g. Email address:
[e-mail]
Page 2 of 14
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
13936102 (partial parcel)
1 b. Site coordinates (in decimal degrees):
Latitude: 35.187299° Longitude: -80.633014°
1 c. Property size:
4.25 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Clear Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin Pee Dee 03040105 (HUC)
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 consists of unmaintained open areas, forested areas, and an underground utility right-of-way. Land
use in the vicinity of the project consists of residential areas and an interstate. On-site elevations range from 640-670
feet above sea level.
According to the United States Department of Agriculture- Natural Resources Conservation Service (USDA-NRCS) Web Soil
Survey of Mecklenburg County (Figure 4) and the most recently published NRCS Soil Survey for Mecklenburg County (Figure
5), current and historic on-site soils consist of Cecil sandy clay loam (2 to 8 percent slopes, moderately eroded[CeB2]), Cecil
sandy clay loam (8 to 15 percent slopes, moderately eroded [CeD2]), and Monacan loam (0 to 2 percent slopes, frequently
flooded [MO]). Of the on-site soils, Monacan loam is listed on the Web Soil Survey Hydric Soils List as containing hydric
inclusions.
3b. List the total estimated acreage of all existing wetlands on the property: 0.03 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 166 If
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct a sanitary sewer line utility from a proposed residential development on the
west side of 1-485 to an existing sanitary sewer line at an existing manhole location on Pumpkin Way Drive on the east
side of 1-485 that will service the new residential development.
3e. Describe the overall project in detail, including the type of equipment to be used: (see next page)
Page 3 of 14
PCN Form — Version 1.4 January 2009

3e
The project proposes unavoidable impacts to jurisdictional waters of the U.S. under Nationwide Permit (NWP) No. 12 with the
installation of a new sanitary sewer line. The new 12" line will result in one stream crossing and one wetland crossing
(Construction Plant Set) to provide a sanitary sewerage system to serve the new development. Based on current designs, the
new development does not require a NWP, general regional permit, or individual permit and is not a part of this PCN
(Attachment 7, Development Plan Sketch). However, as this is not considered an independent utility, a delineation and sketch
of the potential new development is included in this PCN to show that the activity complies with NWP No. 12 (Attachments 7
and 8).
Impacts consist of open trench sewer line crossings totaling 40 linear feet of temporary stream impacts (S1) and 0.02 acres of
temporary wetland impacts (W1 and W2). Impacts were calculated based on the width of the construction corridor and will
include the temporary dewatering devices required in order to construct the sewer line in the dry, temporary stream crossings,
sewer line installation, and bank stabilization. The construction details for the temporary crossings are included in the Final Plai
Set, Sheet 3. Temporary stream crossings will be returned to their original grade and stabilized with natural materials (Final
Plan Set, Detail Sheet 1 and 2).
All work will be constructed in the dry. Proper sediment and erosion control measures will be used to minimize
disturbances to downstream waters in accordance with North Carolina Water Quality General Certification (WQC)
#4133 and NWP #12. Construction equipment used will generally consist of trackhoe excavators, track loaders,
rubber tire loaders, off road dump trucks, track crane, trench boxes, air compressors, generators, work trucks, and
bypass pumps for the water diversion.
Page 4 of 14
PCN Form — Version 1.4 January

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 ❑x No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ PreliminaryEl Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑x No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑x No
6b. If yes, explain.
This is a single and complete linear project.
Page 5 of 14
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑x 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. Area
Wetland impact
Type of impact
Type of
Forested
Type of jurisdiction
of
number
wetland
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporar T
W1
T
Clearing of forested wetland for
Palustrine Forested
Yes
404
0.01
temporary construction
easement
W2
T
Open Trench Sewer Installation
Palustrine Emergent
No
404
0.01
W3
_
W4
W5
W6
2g. Total Wetland Impacts:
0.02
2h. Comments:
All forested wetlands impacted by this project will be replanted in accordance with the general conditions of NWP 12.
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
Strea
Perennial (PER) or
Type of
Average
Impact
number
m
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
name
width
(linear
Temporary (T)
(feet)
feet)
S1
T
Open Trench Sewer Installation
Stream D
INT
Corps
3
40
S2
S3
S4
3h. Total stream and tributary impacts
40 If
Page 6 of 14
PCN Form — Version 1.4 January 2009

3i. Comments:
All impacts associated with S1 are to be considered temporary, with no loss of waters, as Stream B will be restored using
natural stream restoration techniques. Bed and bank stabilization within the footprint of the sewer trench will be achieved using
natural coconut fiber matting (or similar product) to stabilize the stream bed and bank, and through the planting of native
herbaceous species to stabilize the stream bank. Stream bank stabilization outside of the footprint of the sewer trench will be
achieved through planting of native riparian hardwood species. (Final Plan Set, Detail Sheet 1)
Page 7 of 14
PCN Form — Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
_--
Choose One
Choose
02
_--
Choose One
Choose
03
___
Choose One
Choose
04
___
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose One
P2
Choose One
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
---
No
B2
---
No
B3
---
No
B4
_--
No
B5
_--
No
B6
---
No
6h. Total Buffer Impacts:
6i. Comments:
Page 8 of 14
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In order to avoid and minimize impacts to jurisdictional waters of the U.S., the Cadence Mint Hill sewer extension site was
delineated and the alignment was adjusted based on the delineation results. Temporary construction corridors will be limited to
40 feet in width within waters of the US, and permanent construction corridors in waters of the US will be limited to 20 feet wide.
The proposed stream crossing will occur at a nearly perpendicular angle.
Page 9 of 14
PCN Form — Version 1.4 January 2009

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
4) Temporary Crossings of Waters of the US will be stabilized immediately following construction per the site erosion control
plan (Final Construction Plan Set, detail sheets 1 and 2). Proper sediment and erosion control measures will be employed as
part of site development to minimize disturbances to downstream waters. Silt fence will be installed around the wetland
locations, outside of the avoided wetlands. Construction activities and impacts to on-site waters will comply with all conditions of
NWP 12 and WQC 4133.
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:
Type: Choose One
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Quantity:
Quantity:
Type: Choose One
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:
4c. If using stream mitigation, stream temperature:
Choose One
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
Page 10 of 14
PCN Form — Version 1.4 January 2009

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
buffer mitigation?
❑ Yes ❑x No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Zone 2
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 11 of 14
PCN Form — Version 1.4 January 2009

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 M 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.
This project is associated with a stormwater infrastructure maintenance project and
❑ Yes ❑ No
does not require a SMP.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes © No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: No impervious surface will be added as a
result of this project.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Charlotte
❑x 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 Program Review
❑ Coastal counties
El HQWEl
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
❑ Yes ❑ No
attached?
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 12 of 14
PCN Form — Version 1.4 January 2009

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)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes © No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes © No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This
is a single and complete linear project. Future development based on the construction of this sewer line has been
designed to have no impacts to waters of the US.
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.
This sewer line will be a part of the Charlotte Water Mallard Creek Wastewater Treatment Plant.
Page 13 of 14
PCN Form — Version 1.4 January 2009

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 ❑x No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑x No
impacts?
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?
United States Fish and Wildlife Service (USFWS) Endangered and Threatened Species and Species of Concern by County
for North Carolina online database for Union County and North Carolina Natural Heritage Program (NCNHP) Data
Explorer. See attached Protected Species Report for more details.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.html
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 ❑x 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?
North Carolina State Historic Preservation Office HPOWEB Map Service accessed at http://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑x Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project proposes no aboveground fill.
8c. What source(s) did you use to make the floodplain determination?
https:Hmsc.fema.gov/portal/search#searchresultsanchor FEMA Panel #: 3710551200K
Date
Mr. Daniel Roberts
Applicant/Agent's Signature (Agent's
6/27/18
Applicant/Agent's Printed Name
signature is valid only if an authorization letter
from the applicant is provided.)
Page 14 of 14
PCN Form — Version 1.4 January 2009

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 2
Jurisdictional Determination Request Form
June 22, 2018
CWS Project No. 2018-0433

urisdictional Determination Reauest
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (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 project managers by
assigned counties can be found on-line at:
http://www. saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator. aspx,
by calling 910-251-4633, 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 & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 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. PARCEL INFORMATION
Street Address: Northeast of the Fairview Road and Jefferson Colony Road intersection, west of 1-485
City, State:
Charlotte, North Carolina
County: Mecklenburg
Parcel Index Number(s) (PIN): 13936199, 13906101, 13901402, 13901401, 13936102 (partial)
B. REQUESTOR INFORMATION
Name: CWS Inc.; POC: Mr. Daniel Roberts
Mailing Address: 550 E. Westinghouse Blvd,
Charlotte, NC 28273
Telephone Number: 704-408-1683
Electronic Mail Address: [e-mail]
Select one:
EI am the current property owner.
ZI am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
1-1 Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: See Attached Table
Mailing Address:
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
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. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Daniel Roberts
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
3/21/2018
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
✓❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. 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 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. 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 129.4 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
35.188623
-80.633313
0 A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 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 Approved 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.mil/Missions/Re ug latory-Permit-
Pro gram/Jurisdiction/
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
• AJDs, please complete an Approved Jurisdictional Determination Form'
✓❑ Vicinity Map
Aerial Photograph
lv USGS Topographic Map
Fr-(] 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)
nNCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
FOther Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/re ug latoM/regdocs/JD/RGL_08-02_App_ A_ Prelim_ JD_ Form_fillable.pdf
' Please see http://www.saw.usace.army.mil/Missions/Re ug latoiy-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 available 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

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
June 22, 2018
CWS Project No. 2018-0433
APPENDIX 3
Preliminary Jurisdictional Determination Form

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: March 21, 2018
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Mattamy Homes. POC: Mr. Bob Wiggins, 2127 Ayrsley
Town Blvd., Suite 201, Charlotte, NC 28273
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District- Asheville Regulatory Field Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Northeast of the Fairview Road and Jefferson
Colony Road intersection, west of I-485
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Mecklenburg City: Mint Hill
Center coordinates of site (lat/long in degree decimal format): Lat.: 35.188623° Long.: -80.633313°
Universal Transverse Mercator: 17N
Name of nearest waterbody: Clear Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEWAREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude
Longitude
Estimated amount
Type of aquatic
Geographic authority to
(decimal
(decimal
of aquatic resources
resources (i.e.,
which the aquatic resource
degrees)
degrees)
in review area
wetland vs. non-
"may be" subject (i.e.,
(acreage and linear
wetland waters)
Section 404 or Section
feet, if applicable
10/404
Clear Creek
35.1915
-80.6336
3,7541f
Non -Wetland
Section 404
Waters
Stream A
35.191736
-80.632870
3291f
Non -Wetland
Section 404
Waters
Stream B
35.187947
-80.635550
645 if
Non -Wetland
Section 404
Waters
Stream C
35.184468
-80.631857
441f
Non -Wetland
Section 404
Waters
Stream D
35.195545
-80.628227
1661f
Non -Wetland
Section 404
Waters
Wetland AA
35.191766
-80.632753
0.06 ac
Wetland Waters
Section 404
Wetland BB
35.191766
-80.632753
0.09 ac
Wetland Waters
Section 404
Wetland CC
35.190761
-80633830
0.009 ac
Wetland Waters
Section 404
Wetland DD
35.191766
-80.632753
0.03 ac
Wetland Waters
Section 404
Wetland FF
35.195545
-80.628227
0.03 ac
Wetland Waters
Section 404
Impoundment EE
35.1842
-80.6320
0.31 ac
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 applicant's 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: Vicinity and Jurisdictional Boundaries
® 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: 7.5 Minute Topographic, Mint Hill
® Natural Resources Conservation Service Soil Survey. Citation: Mecklenburg CoupAy Sheets 8 and 9, 1976
® National wetlands inventory map(s). Cite name: USFW NWI, 2017
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): ESRI, 2017
or ®Other (Name & Date): Photolog December 2017
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by 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)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester 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.

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 4
Property Owner Information
June 22, 2018
CWS Project No. 2018-0433

Table 1: Owners by Parcel Table
Parcel Number
Owner Name(s)
Owner Address
13936199
JS Helms Family Properties, LLC
11901 Albermarle Road
Charlotte, NC 28227
13906101
JJAS Investments LLC
PO BOX 691367
Charlotte, NC 28227
13901402
Clem D SR Family LP Williams
PO BOX 190
Elkin, NC 28621
13901401
Katherine Higgins
1019 Headwater Cove Ln
Wilmington, NC 28403
For owner contact information contact Bob Wiggins (Mattamy Homes) at
[e-mail]

B27829- P452
FOR REGISTRATION
J. David Granberry
REGISTER OF DEEDS
Mecklenburg County NC
2012 NOV 16 03:00:8 PM
BK:27829 PG:452-464
FEE:$25.00
EXCISE TAX: gg2 000.00
INSTRUMENT # 2@2163332
TAYLORD
III I 11111111111111111111
Drawn By and Mail To:
Richard W. Wilson, Esq.
Nexsen Pruet, PLLC
227 West Trade Street, Suite 1550
Charlotte, North Carolina 28202
Tax Parcel No: See Attached List "TAX PARCEL NUMBERS"
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
SUBSTITUTE TRUSTEE'S DEED
THIS DEED made the 16th day of November, 2012, by and between James L. Mason, Jr.,
Substitute Trustee in the Deed of Trust hereinafter mentioned, (hereinafter referred to as
"Grantor"), and DB Aster III, LLC (hereinafter referred to as "Grantee");
WITNESETH:
WHEREAS, on or about August 19, 2005, Pace/Dowd Properties, Ltd. executed a
Promissory Note dated August 19, 2005 (the "August 19, 2005 Note"), payable to Branch
Banking and Trust Company in the original principal amount of $10,100,000.00 and Pace/Dowd
Properties, Ltd. executed a North Carolina Deed of Trust and Security Agreement dated August
19, 2005 (the "August 19, 2005 Deed of Trust"), conveying property therein described to BB&T
Collateral Service Corporation, as Trustee, in which Branch Banking and Trust Company
("BB&T") is Beneficiary, as security for said Note, which Deed of Trust is recorded in Book
19214 at Page 287 in the Mecklenburg County Public Registry; and
WHEREAS, by Allonge, Assignment of Loan Documents and Assignment of Security
Instruments, Branch Banking and Trust Company, as assignor, conveyed, assigned, transferred,
and set over to German American Capital Corporation ("German American"), as assignee, all
NPCOL 1:3056387. I-MISC-(RW W) 048555-00002

B27829- P453
right, title and interest of BB&T to German American in and to the August 19, 2005 Note and
the August 19, 2005 Deed of Trust and all documents related thereto, which Assignment is
recorded in Book 26525 at Page 75 in the Mecklenburg County Public Registry; and
WHEREAS, on or about November 7, 2006, Pace/Dowd Properties, Ltd. executed a
Promissory Note dated November 7, 2006 (the "November 7, 2006 Note"), payable to Branch
Banking and Trust Company in the original principal amount of $11,295,500.00 and Pace/Dowd
Properties, Ltd. executed a North Carolina (Future Advance) Deed of Trust dated November 7,
2006 (the "November 7, 2006 Deed of Trust"), conveying property therein described to BB&T
Collateral Service Corporation, as Trustee, in which Branch Banking and Trust Company
("BB&T) is Beneficiary, as security for said Note, which Deed of Trust is recorded in Book
21332 at Page 334 in the Mecklenburg County Public Registry; and
WHEREAS, by Allonge, Assignment of Loan Documents and Assignment of Security
Instruments, Branch Banking and Trust Company, as assignor, conveyed, assigned, transferred,
and set over to German American Capital Corporation ("German American"), as assignee, all
right, title and interest of BB&T to German American in and to the November 7, 2006 Note and
the November 7, 2006 Deed of Trust and all documents related thereto, which Assignment is
recorded in Book 26525 at Page 75 in the Mecklenburg County Public Registry; and
WHEREAS, default having occurred in the payment of the indebtedness secured by said
Deeds of Trust and in performance of the stipulations and conditions therein contained and
Grantor having been substituted as Trustee as set forth in Book 27608 at Page 169 and in Book
27602 at Page 147 in the Mecklenburg County Public Registry, due demand was made upon the
Grantor by the owner and holder of the indebtedness secured by the Deed of Trust that he
foreclose the said Deeds of Trust and sell the property under the terms thereof, and
WHEREAS, under and by virtue of the power and authority in him vested by said Deeds
of Trust and in accordance with the terms and stipulations of the same, Grantor on September 18,
2012 at 11:00 A.M., did expose the land described in said Deed of Trust, and hereinafter
described and conveyed, together with all improvements located thereon, and certain personal
property for sale at public auction at the Mecklenburg County Courthouse, in Charlotte, North
Carolina, when and where German American Capital Corporation became the highest bidder;
and
WHEREAS, Grantor duly reported the sale to the Clerk of Superior Court of
Mecklenburg County as by law required, and thereafter said sale remained open for upset bids
for the time allowed by law and no other bid was placed thereon; and
WHEREAS, by Allonge, Assignment of Loan Documents and Assignment of Security
Instruments, German American Capital Corporation ("Assignor") conveyed, assigned,
transferred, and set over to DB Aster 111, LLC ("Assignee") all right, title and interest of
Assignor to Assignee in and to the August 19, 2005 Note and the August 19, 2005 Deed of Trust
and the the November 7, 2006 Note and the November 7, 2006 Deed of Trust and all documents
related thereto, which Assignment is recorded in Book 27782 at Page 915 in the Mecklenburg
County Public Registry; and
2
NPCOL 1:3056387.1-MISC-(RW W) 048555-00002

B27829- P454 _
WHEREAS, German American Capital Corporation transferred and assigned its bid for
the purchase of the property to DB Aster III, LLC; and
WHEREAS, said purchase price has now been fully paid;
NOW, THEREFORE, in consideration of the payment of said purchase price by Grantee,
the receipt of which is hereby acknowledged, and pursuant to the authority vested in him by the
terms of the Deeds of Trust, Grantor does hereby bargain, sell, grant, and convey unto Grantee,
and its successors and assigns, all of that certain lot or parcel of land lying, together with all
improvements and certain personal property located thereon, and being in the County of
Mecklenburg, State of North Carolina, and being more particularly described as follows:
Exhibits "A" and `B" less, save and except Exhibit "C" attached hereto and incorporated
herein by reference (hereinafter referred to as the "Property").
TO HAVE AND TO HOLD the said Property together with all privileges and
appurtenances as thereunder belonging to said Grantee, its successors and assigns, forever, in as
full and ample matter as Grantor, Substitute Trustee, is authorized and empowered to convey the
same.
IN WITNESS WHEREOF, Grantor, Substitute Trustee of the aforesaid Deed of Trust,
has hereunto set his hand and affixed his seal the day and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
(SEAL)
I, Rachel M. Smith, a notary public Gaston County, North Carolina, certify that James L.
Mason, Jr., Substitute Trustee, personally appeared before me this day and acknowledged the
execution of the foregoing Substitute Trustees' Deed.
WITNESS my hand and notarial seal, the 16th day of November, 2012.
t'
Rachel M. Smith, Notary Public
�(SIM L) Q `
on Expires: 12/28/2013
3
NPCOL1:3056387.1-M1SC-(RW W) 048555-00002

B27829- P455
Exhibit A
Legal Description
Tract 1 (Smith):
BEGINNING at a point located in the centerline of the right-of-way of Bartlett Road (S.R
#3109) and the southernmost comer of the property owned (now or formerly) by Maxine C.
Chrosniak as described in Deed Book 3358 at Page 325, Union County Registry; thence with the
westerly margin of said Bartlett Road the following two (2) courses and distances: (I) along the
arc of a circular curve to the left having a radius of368.25 feet, an arc distance of 109.44 feet,
said are being subtended by a chord bearing S. 38-55-21 W. 109.04 feet to a point; and (2) S. 30-
24-31 W. 12.88 feet to a point located at the northeast comer of tile property owned (now or
formerly) by Harry Dean White & Peggy M. White as described in Deed Book 16743 at Page
794, Union County Registry; thence leaving the centerline of Bartlett Road and with the
northerly boundary of the White property as well as the northerly boundaries of the properties
owned (now or formerly) by Marvin W. White & Linda E. White as described in Deed Book
15907 at Page 884, and by Grace McNinch as described in Deed Book 1702 at Page 101, both of
the Union County Registry, the following seven (7) courses and distances: (1) N 61-28-18 W.
109.59 feet to a rebar found; (2) S. 77-52-32 W. 164.77 feet to a pipe found; (3) N. 26-18-53 W.
662.01 feet to a rebar found; (4) N. 87-22-59 W. 194.87 feet to a rebar found; (5) N. 46-19-05
W. 494.79 teet to a point; (6) S. 88-09-40 W. 263.80 feet to a 1" pipe found; and (7) S. 75-48-49
W. 415.93 feet to a 1" pipe found in the easterly boundary of the property owned (now or
formerly) by Sue L. Helms as described in Deed Book 772 at Page 45, Union County Registry;
thence with the easterly boundary of the Helms property the following three (3) courses and
distances: (1) N. 02-02-23 E. 1,362.42 feet to a 1" pipe found; (2) N. 42-35-05 W. 732.75 feet to
a point located within Clear Creek Tributary; and (3) with the meanderings of Clear
CreekTributary N. 23-25-56 E. 148.50 feet to a 1" pipe found; thence with the meanderings of
Clear Creek Tributary N. 23-25-56 E. 148.50 feet to a 1" pipe found; thence with the
meanderings of Clear Creek Tributary the following fifty-one (5 1) courses and distances: (I) N.
39-33-54 E. 256.12 feet to a point; (2) N. 44-25-21 E. 136.08 feet to a point; (3) N. 57-41-53 E.
86.52 feet to apoint; (4) N. 79-00-25 E. 35.87 feet to a point; (5) S. 82-20-29 E. 64.05 feet to a
point; (6) N. 75-55-01 E. 77.86 feet to a point; (7) N. 85-20-51 E. 88.73 feet to a point; (8) N. 64-
00-18 E. 46.43 feel to a point; (9) N. 75-05-10 E. 63.26 feet to a point; (10) N. 53-19-44 E. 45.83
feet to a point; (11) N. 74-03-26 E. 33.04 feet to a point; (12) S. 88-21-32 E. 21.79 feet to a
point; (13) S. 74-44-16 E. 29.63 feet to a point; (14) S. 66-15-06 E. 28.26 feet to a point; (15) N.
89-24-03 E. 86.61 feet to a point; (16) N. 78-13-39 E. 135.27 feet to a point; (17) N. 68-07-25 E.
141.39 feet to a point; (18) N. 88-47-27 E. 232.28 feet to a point; (19) S. 86-22-45 E. 50.04 feet
to a point; (20) S. 78-13-03 E. 152.95 feet to a point; (2 1) N. 71-56-15 E. 50.04 feet to a point;
(22) S. 83-19-02 E. 104.92 teet to a point; (23) S. 60-34-39 E. 89.33 feet to a point; (24) S. 47-
22-12 E. 99.34 feet to a point; (25) S. 28-39-48 E. 33.03 feet to a point; (26) S. 15-44-49 E.
47.01 feet to a point; (27) S. 37-39-29 E. 57.97 feet to a point; (28) S. 28-29-47 E. 55.39 feet to a
point; (29) S. 45-48-23 E. 62.00 feet to a point; (30) S. 35.44-03 E. 25.39 teet to a point; (3 1) S.
29-12-16 E. 54.95 feet to a point; (32) S. 3844-05 E. 60.47 feet to a point; (33) S. 28-16-17 E.
79.80 feet to a point; (34) S. 14-11-27 E. 29.43 feet to a point; (35) S. 44-15-42 E. 15.12 feet to a
point; (36) S. 55-10-23 E. 15.14 feet to a point; (37) S. 67-31-51 E. 28.09 teet to a point; (38) S.
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46-25-36 E. 31.90 feet to a point; (39) S. 40-32-56 E. 46.07 feet to a point; (40) S. 35-25-35 E.
41.06 feet to a point; (41) S. 37-27-03 E. 79.53 feet to a point; (42) S. 34-02-57 E. 110.31 feet to
a point; (43) S. 41-38-43 E. 162.37 feet to a point; (44) S. 28-08-20 E. 25.38 teet to a point; (45)
S. 15-34-31 E. 28.02 feet to a point; (46) S. 28-50-41 E. 25.87 feet to a point; (47) S. 05-57-45
W. 17.17 feet to a point; (48) S. 21-09-09 W. 40.55 feet to a point; (49) S. 04-22-23 W. 38.89
feel to a point; (50) S. 11-52-47 E. 54.31 feet to a point; and (5 1) S. 01-08-27 E. 71.76 feetto a
point; thence N. 55-4458 E. 264.76 feet to a point located in the westerly boundary of the
property owned (now or formerly) by William D. Smith, Jr. & Sheila M. Smith as described in
Deed Book 16712 at Page 857, Union County Registry; thence with westerly boundaries of the
said Smith property and the properties owned (now or formerly) by Lowell Wesley Hedrick as
described in Deed Book 3401 at Page 264, Lowell Wesley Hedrick as described in Deed Book
7843 at Page 856, Troy B. Waters & Betty B. Waters as described in Deed Book 2873 at Page
365 and Maxine C. Chrosniak as described in Deed Book 3358 at Page 325, all of the Union
County Registry, the following twenty-one (21) courses and distances: (1) S. 13-35-22 W.
149.00 feet to a point; (2) S. 13-35-22 W. 80.00 feet to a point; (3) S. 01-19-38 E. 169.59 feet to
a point; (4) S. 01-19-38 E. 237.49 feet to a point; (5) S. 01-22-26 E. 76.73 feet to a point; (6) S.
15-37-38 E. 133.00 feet to a point; (7) S. 19-20-22 W. 166.00 feet to a point; (8) S. 19-20-22 W.
130.00 feet to a point; (9) N. 85-19-38 W. 28.00 feet to a point; (10) S. 45-07-22 W. 123.00 feet
to a point; (11) S. 45-0722 W. 60.00 feet to a point; (12) S. 08-04-38 E. 58.00 teet to a point;
(13) S. 39-07-22 W. 76.00 feet to a point; (14) S. 53-00-22 W. 74.20 feet to a point; (15) N. 73-
29-38 W. 136.25 feet to a point; (16) S. 6130-22 W. 173.40 feet to a point; (17) S. 08-49-12 W.
287.84 feet to a point; (18) S. 19-39-38 E. 42.89 feet to a point; (19) S. 66-29-38 E. 58.00 feet to
a point; (20) S. 21-19-38 E. 233.00 feet to a point; (2I) S. 08-45-22 W. 140.00 feet to a point; and
(22) S. 22-29-38 E. 45.00 feet to the POINT OR PLACE OF BEGINNING, containing 133.052
acres, more or less, all as shown on that certain survey entitled 'Boundary Exhibit" prepared by
Yarbrough -Williams & Houle, Inc., dated March 26,2005, reference to which this survey is
hereby made.
TOGETHER WITH all right, title and interest in that certain access easement contained in Right
of Way Agreement recorded in Book 7297, Page 321. Mecklenburg County Registry.
Tract 2 (Bartlett Road, LLC:
BEGINNING at a rebar located in the westerly margin of the right-of-way of Bartlett Road (S.R.
43109) and in the northeast corner of the property owned (now or formerly) by Paul W. Dowdy
and Laddie M. Dowdy as described in Deed Book 4034 at Page 602, Mecklenburg County
Registry; said rebar also being located S. 74-25-37 W. 31.73 feet from the centerline of the right-
of-way of Bartlett Road; thence from said Beginning Point with the northerly and westerly
boundaries of the said Dowdy property the following two (2) courses and distances: (1) S. 74-25-
37 W. 387.60 teet to a rebar found; and (2) S. 153423 E. 313.05 feet to a rebar found in the
northwest comer of the property owned (now or formerly) by Paul W. Dowdy and LadeIle M.
Dowdy as described in Deed Book 3663 at Page 577, Mecklenburg County Registry; thence with
the westerly boundary of the said Dowdy property as well as the westerly boundaries of the
property owned (now or formerly) by Robert Dale Deese and Peggy Beasley as described in
Deed Book 5960 at Page 764 and by Timothy J. Rinehart as described in Deed Book 9441 at
Page 404, Mecklenburg County Registry, the following three (3) courses and distances: (1) S.
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15-32-00 E. 229.84 feet to a found rebar; (2) S. 15-34-48 E. 199.92 feet to a found rebar; and (3)
N. 74-26-27 E. 370.03 feet to a rebar found in the westerly margin of said Bartlett Road; thence
N. 74-26-27 E. 29.91 feet to the centerline of the right-of-way of said Bartlett Road; thence with
the centerline of the right-of-way of Bartlett Road the following nine (9) courses and distances:
(1) S. 15-31-38 E. 560.20 feet to a point; (2) S. 11-00-38 E. 89.00 feet to a point; (3) S. 00-54-51
E. 100.29 feet to a point; (4) S. 11-37-12 W. 100.00 feet to a point; (5) S. 22-34-12 W. 100.00
feet to a point; (6) S. 34.21-31 W. 100.05 feet to a point; (7) S. 48-33-02 W. 100.00 feet to a
point; (8) S. 58-32-37 W. 99.74 feet to a point; and (9) S. 6217-08 W. 188.45 feet to a point;
thence N. 27-58-42 W. 29.73 feet to a rebar found in the southeast corner of the property owned
(now or formerly) by Charles R. Watson, Jr. as described in Deed Rook] 2943 at Page 279,
Mecklenburg County Registry; thence with the easterly and northerly boundaries of the Watson
property the following two (2) courses and distances: (1) N. 27-58-42 W. 353.92 teet to a found
rebar; and (2) S. 62-19-36 W. 245.44 feet to a rebar found in the easterly boundary of the
property owned (now or formerly) by Robert C. Meyer and Shirley 1. Meyer as described in
Deed Book 8679 at Page 608, Mecklenburg County Registry; thence with the easterly and
northerly boundaries of the Meyer property and the properties owned (now or formerly) by P.
Michael Sanford and Donna H. Sanford as described in Deed Book 6356 at Page 789, Lloyd E.
McCleary and Therese A. McCleary as desoribed in Deed Book 7970 at Page 319, William R.
Beck and Jesselyn B. Beck as described in Deed Book 4647 at Page 800, and Jeffrey L. Karenz
and Dianna B. Karenz as described in Deed Book 15627 at Page 818, all in the Mecklenburg
County Registry, the following eight (8) courses and distances: (I) N. 19-26-25 W. 196.80 feet to
a found iron pipe; (2) N. 34-54-22 W. 154.21 feet to a found rebar; (3) N. 35-04-21 W. 287.60
feet to a tack found in an iron pipe; (4) N. 20-28-16 W. 450.52 feet to a found pinch top pipe; (5)
S. 83-10-09 W. 461.49 feet to a found pinch top pipe; (6) S. 83.07-30 W. 305.33 feet to a 1"
found pipe; (7) S. 75-1529 W. 210.25 feet to a found concrete monument; and (8) S. 75-07-57 W
418.46 feet to a found iron located in the southerly boundary of the property owned (now or
formerly) by Sue L. Helms as described in Deed Book 772 at Page 45, Mecklenburg County
Registry; thence with the southerly and easterly boundaries of the Helms property the following
three (3) courses and distances: (1) N. 05-42-45 W. 492.38 feet to a point; (2) N. 54-50-59 E.
994.14 feet to an iron set; and (3) N. 03-25-21 E. 1,411.34 feet to a point lying within Clear
Creek; thence with the meanderings of Clear Creek the following fifteen (15) courses and
distances: (1) S. 66-56-15 E. 59.76 feet to a point; (2) N. 62-33-13 E. 91.47 feet to a point; (3) N.
83-29-38 E. 75.74 feet to a point; (4) S. 55-53-38 E. 128.59 feet to a point; (5) S. 33-52-19 E.
204.12 feet to a point; (6) S. 58-07-30 E. 152.87 feet to a point; (7) S. 45-56-36 E. 89.91 feet to a
point; (8) S. 43-19-40 E. 97.75 feet to a point; (9) S. 60-15.47 E. 58.21 feet to a point; (10) S. 48-
11-06 E. 243.36 feet to a point; (11) S. 58-36-51 E. 83.38 feel to a point; (12) N. 87-06-37 E.
164.66 to a point located at the intersection of Clear Creek and a two -foot (T) creek (13) N. 72-
56-51 E. 334.19 feet to a set rebar, (14) N. 43-30-36 E. 204.60 feetto a point; and (15) N. 83-15-
36 E. 121.30 feet to a point located in the centerline of the right-of-way of said Bartlett Road;
thence with the centerline of the rightof-way of Bartlett Road the following five (5) courses and
distances: (1) S. 14-16-19 W. 366.34 feet to a point; (2) S. 14-27-24 W. 434.68 feet to a point;
(3) S. 13-28-56 W. 110.42 feet (0 a point; (4) S. 11-14-56 W. 96.92 feet to a point; and (5) with
the arc of a circular curve to the left having a radius of 565.01 feet, an arc distance of 114.30
feet, said are being subtended by a chord bearing S. 05-27-14 W. 114. IO feet to a point; thence
S. 74-25-37 W. 3 I.73 feet to the POINT OR PLACE OF BEGINNING, containing 99.709
acres, more or less, all as shown on that survey entitled 'Boundary Exhibit, Bartlett Road
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B27829- P458
Property" prepared by Yarbrough -Williams & Houle, Inc., dated March 26,2005, reference to
which this survey is hereby made.
Tract 3:
BEGINNING at a concrete monument found in the easterly margin of Minnie Lemmond Lane
(currently a public right-of-way) and the southwestern comer of property owned (now or
formerly) by Donald D. Duncan and Judy V. Duncan as described in Deed Book 12839 at Page
495, Mecklenburg County Registry; thence from said point of beginning with the southerly
boundary of the said Duncan property N. 85-47-17 E. 351.35 feet to a 1" pipe found in the
westerly boundary of property owned (now or formerly) by William Dale Smith, Jr. & Sheila H.
Smith as described in Deed Book 7159 at Page 516, Mecklenburg County Registry; thence with
the westerly boundary of the said Smith property the following two (2) courses and distances: (1)
S. 23-25-56 W. 148.50 feet to a point; and (2) S. 42-35-05 E. 732.75 feet to a 1" pipe found in
the westerly boundary of property owned (now or formerly) by William Dale Smith, Jr. & Sheila
H. Smith as described in Deed Book 9190 at Page 555, Mecklenburg County Registry; thence
with the westerly boundary of the said Smith property as well as the westerly and northerly
boundaries of the properties owned (now or formerly) by Grace McNinch as described in Deed
Book 1702 at Page 101 and Bartlett Road LLC as described in Deed Book 16357 at Page 625
and Deed Book 16247 at Page 364, Mecklenburg County Registry, the following five (5) courses
and distances: (1) S. 02-02-23 W. 1,362.42 feet to a 1" pipe found; (2) S. 01-50-08 W. 577.43
feet to a point located in Clear Creek; (3) S. (B-25-21 W. 1,411.34 feet to an iron set; (4) S. 54-
50-59 W. 994.14 feet to a point; and (5) S. 05-42-45 E. 492.38 feet to an iron found in the
northeast comer of property owned (now or formerly) by James O. Clark as described in Deed
Book 4438 at Page 344, Mecklenburg County Registry; thence with the northerly boundary of
the said Clark property S. 75-05-13 W. 86.72 feet to an iron found in the easterly margin of N.C.
D.O.T. right-of-way Interstate 485 (Project Reference #R-2123AC/R-2123AO; thence with the
easterly boundary of Interstate 485 the following eight (8) courses and distances: (1) N. 01-25-00
E. 499.89 feet to an iron w/cap found on the N.C. D.oT. right-of-way; (2) N. 01-30-58 E.
1,049.71 feet to a concrete monument found; (3) N. 10-01-13 E. 265.45 feet to a point; (4) N. 04-
15-05 W. 531.82 feet to a point located in Clear Creek; (5) with the arc of a oircular curve to the
left having a radius of 3,461.28 feet, an arc distance of 702.3 I feet, said arc being subtended by a
chord bearing N. 08-47-24 W. 701.11 feet to a concrete monument found; (6) N. 16-04-58 W.
809.43 feet to a concrete monument found; (7) N. 27-25-13 W. 742.51 teet to a concrete
monument found; and (8) N. 12-46-55 W. 408.86 feet to a point located within Clear Creek
Tributary; thence N. 28-52-42 E. 172.48 feet to a point in the southernmost corner of property
owned (now or formerly) by James Darrell Connell as described in Deed Book 9608 at Page 40,
Mecklenburg County Registry; thence N. 85-48-19 E. 787.98 feet to a point located in the
westerly margin of said Minnie Lemmond Lane; thence with the westerly, southerly terminus
and the easterly margin of said Minnie Lemmond Land the following nine (9) courses and
distances: (I) with the are ofa circular curve to the right, having a radius of 2,457.34 feet, an arc
distance 0[284.72 feet, said arc being subtended by a chord bearing S. 08-01-09 E. 284.56 feet to
a point; (2) S. 04-37-05 E. 581.30 feet to a point; (3) N. 88-36-33 W. 31.34 feet to a point; (4) S.
00-06-15 E. 62.53 feet to a point; (5) N. 89-4648 E. 128.33 feet to a point; (6) N. 00-08-44 E.
59.26 feet to a point; (7) N. 79-59-50 W. 38.99 feet to a point; (8) N. 04-37-05 W. 581.30 feet to
a point; and (9) with the arc of a circular curve to the left, having a radius of 2,398.29 feet, an arc
7
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B27829- P459
distance of 284.01 feet, said arc being subtended by a chord bearing N. 07-55-44 W. 283.84 feet
to the POINT OR PLACE OF BEGINNING, containing 104.354 acres, more or less, all as
shown on that certain survey entitled 'Boundary Exhibit" prepared by Yarbrough -Williams &
Houle. Inc., dated March 26, 2005, reference to which this survey is hereby made.
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Exhibit B
Legal Description
BEGINNING at a point located in the centerline of the right-of-way of Bartlett Road (S.R.
#3109) and the southerrunost comer of the property owned (now or formerly) by Maxine C.
Chrosniak as described in Deed Book 3358 at Page 325, Union County Registry; thence with the
westerly margin of said Bartlett Road the following two (2) courses and distances: (1) along the
arc of a circular curve to the left having a radius of 368.25 feet, an arc distance of 109.44 feet,
said arc being subtended by a chord bearing S. 3855-21 W. 109.04 teet to a point; and (2) S. 30-
24-31 W. 12.81 feet to a point located at the northeast comer of the property owned (now or
formerly) by Harry Dean White & Peggy M. White as described in Deed Book 16743 at Page
794, Union County Registry; thence leaving the centerline of Bartlett Road and with the
northerly boundary of the White property as well as the northerly boundaries of the properties
owned (now or formerly) by Marvin W. White & Linda E. White as described in Deed Book
15907 at Page 884, and by Grace McNinch as described in Deed Book 1702 at Page 10 I. both of
the Union County Registry, the following seven (7) courses and distances: (1) N 61-28-18 W.
109.40 feet to a rebar found; (2) S. 77-52-32 W. 164.96 feet to a pipe found; (3) N. 26-18-53 W.
662.01 feet to a rebar found; (4) N. 87-22-59 W. 194.87 feet to a rebar found; (5) N. 46-19-05
W. 494.79 feet to a point; (6) S. 88-09-40 W. 263.80 feet to a I" pipe found; and (7) S. 75-48-49
W. 415.93 feet to a I" pipe found in the westerly boundary of the said McNinch property; thence
with the westerly boundary of the McNinch property S. 01-50-08 W. 577.43 feet to a point lying
within Clear Creek; thence with the mcanderings of Clear Creek the following fifteen (15)
courses and distances: (I) S. 66-56-15 E. 59.76 feet to a point; (2) N. 62-33-13 E. 91.47 feet to a
point; (3) N. 83-29-38 E. 75.74 feet to a point; (4) S. 55-53-38 E. 128.59 feet to a point; (5) S.
33-52-19 E. 204.12 feet to a point; (6) S. 58-07-30 E. ) 52.87 feet to a point; (7) S. 45-56-36 E.
89.91 feet to a point; (8) S. 43-19-40 E. 97.75 feet to a point; (9) S. 60-15-47 E. 58.21 feet to a
point; (10) S. 48-11-06 E. 243.36 feet 10 a point; (11) S. 58-36-51 E. 83.38 feet to a point; (12)
N. 87-05-42 E. 164.66 to a point located at the intersection of Clear Creek and a two -foot (2')
creek; (13) N. 72-56-51 E. 334.19 feet to a set rebar (also located at the southwest comer of the
said White property); (14) N. 43-3036 E. 204.60 feet to a point; and (15) N. 83-15-36 E. 121.30
feet to a point located in the centerline of the right-of-way of said Bartlett Road; thence with the
centerline of the light -of -way of Bartlett Road the following six (6) courses and distances: (I) S.
14-16-19 W. 366.34 feet to a point; (2) S. 14-27-24 W. 434.68 feet to a point; (3) S. 13-28-56 W.
110.42 feet to a point; (4) S. 11-14-56 W. 94.94 feet to a point; (5) with the arc of a circular
curve to the left having a radius of 565.01 feet, an arc distance of 116.13 feet, said arc being
subtended by a chord bearing S. 05-21-40 W. 115.92 feet to a point; and (6) with the arc of
a circular curve to the left having a radius of 754.11 feet, an arc distance of 129.70 feet, said arc
being subrended by a chord bearing S. 07-28-01 E. 129.54 feet to a point; thence with a new line
S. 74-29-18 W. 246.07 feet to a rebar set; thence S. 08-52-02 E. 24835 teet to a rebar set in the
westerly boundary of the property owned (now or formerly) by Robert Dale Deese and Peggy
Beasley as described in Deed Book 5960 at Page 764, Mecklenburg County Registry; thence
with the westerly boundary of the Deese/Beasley property and the westerly boundary of the
property owned (now or formerly) by Timothy J. Rinehart as described in Deed Book 9441 at
Page 404, Mecklenburg County Registry, the following four (4) courses and distances: {I} S. 51-
28-12 W. 136.99 feet to a found rebar; (2) S. 15-33-54 E. 114.83 feet to a found rebar; (3) S. 15-
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34-48 E. 199.92 feet to a found rebar; and (4) N. 74-26-27 E. 370.03 feet to a rebar found in the
westerly margin of said Bartlett Road; thence N. 74-26-27 E. 29.91 feet to the centerline of the
right-of-way of said Bartlett Road; thence with the centerline of the light -of -way of Bartlett Road
the following nine (9) courses and distances: (I) S. 15"-31-38 E. 560.20 feet to a point; (2) S. 11-
00-38 E. 89.00 feet to a point; (3) S. 00-54-51 E. I00.29 feet to a point; (4) S. 11-37-12 W. J
00.00 feet to a point; (5) S. 22-34-12 W. 100.00 feet to a point; (6) S. 34-21-31 W. 100.05 feet
to a point; (7) S. 48-33-02 W. 100.00 feet to a point; (8) S. 5M-32-37 W. 99.74 feet to a point;
and (9) S. 62-17-03 W. 188.45 feet to a point; thence N. 27-58-42 W. 29.73 teet to a rebar found
in the southeast comer of the property owned (now or formerly) by Charles R. Watson, Jr. as
described in Deed Book 12943 at Page 279, Mecklenburg County Registry; thence with the
easterly and northerly boundaries of the Watson property the following two (2) courses and
distances: (1) N. 27-58-42 W. 353.92 feet to a found rebar; and (2) S. 62-19-36 W. 245.44 feet to
a rebar found in the easterly boundary of the property owned (now or formerly) by Robert C.
Meyer and Shirley J. Meyer as described in Deed Book 8679 at Page 608, Mecklenburg County
Registry; thence with the easterly and northerly boundaries of the Meyer property and the
properties owned (now or formerly) by P. Michael Sanford and Donna H. Sanford as described
in Deed Book 6356 at Page 789, Lloyd E. McCleary and Therese A McCleary as described in
Deed Book 7970 at Page 319, William R. Beck and Jcsselyn B. Beck as described in Deed Book
4647 at Page 800, Jeffrey L. Karenz and Dianna B. Karenz as described in Deed Book 15627 at
Page 818, and James O. Clark as described in Deed Book 4438 at Page 344, all in the
Mecklenburg County Registry, the following eight (8) courses and distances: (1) N. 19-26-25 W.
196.80 feet to a found iron pipe; (2) N. 3454-22 W. 154.21 feet to a found rebar: (3) N. 35-04-21
W. 287.60 feet to a lack found in an iron pipe; (4) N. 20-28-16 W. 450.52 feet to a found pinch
top pipe; (5) S. 83-10-09 W. 461.49 feet to a found pinch top pipe; (6) S. 83-07-30 W. 305.33
feet to a 1" found pipe; (7) S. 75-15-29 W. 210.25 feet to a found concrete monument; (8) S. 75-
07-57 W. 418.46 feet to a found iron and S. 75-05-13 W. 86.72 feet to an iron found in the
easterly margin of Interstate 485; thence with the easterly margin of Interstate 485 the following
eight (8) courses and distances: (1) N. 01-25-00 E. 499.89 feet to an iron with cap found; (2)
N. 01-30-58E. 1,049.71 feet to a concrete monument found; (3) N. 10-01-13 E. 265.45 feet to a
point; (4) N. 04-15-05 W. 531.82 feet to a point; (5) with the arc of a circular curve to the left
having a radius of 3,461.28 feet, an arc distance of 702.31 feet, said arc being subtendcd by a
chord bearing N. 08-47-24 W. 70 L 11 feet to a concrete monument found; (6) N. 16-04-58 W.
809.43 feet to a concrete monument found; (7) N. 27-25-13 W. 742.51 feet to a concrete
monument found; (8) N. 12-46-55 W. 408.86 feet to a point lying within Clear Creek Tributary;
thence N. 28-52-42 E. 172.48 feet to a point; thence leaving Clear Creek Tributary N. 85-48-19
E. 787.98 feet to a point lying in the westerly margin of Minnie Lemmond Lane; thence with the
westerly, southerly terminus and the easterly margin of said Minnie Lemmond Lane the
following nine (9) courses and distances: (1) with the arc of a circular curve to the right, having a
radius of 2,457.34 feet, an arc distance of 284.72 feet, said are being subtended by a chord
bearing S. 08-01-09 E. 284.56 feet to a point; (2) S. 04-37-05 E. 581.30 feet to a point; (3) N. 88-
36-33 W. 31.34 feet to a point; (4) S. 00-06.15 E. 62.53 feet to a point; (5) N. 89-46-48 E.
128.33 feet to a point; (6) N. 00-08-44 E. 59.26 feet to a point; (7) N. 79-59-50 W. 38.99 feet to a
point; (8) N. 04-37-05 W. 581.30 feet to a point; and (9) with the arc of a circular curve to the
left, having a radius of 2,398.29 feet, an are distance of 284.01 feet, said arc being subtended by
a chord hearing N. 07-55-44 W. 283.84 feet to a concrete monument found within Clear Creek
Tributary; thence with the meanderings of Clear Creek Tributary the following fifty-two (52)
10
NPCOL1:3056387.1-M1SC-(RWW) 048555-00002

B27829- P462
courses and distances: (I) N. 85-47-17 E. 351.35 feet to a I" pipe found; (2) N. 39-33-54 E.
256.12 feet to a point; (3) N. 44-25-21 E. 136.08 feet to a point; (4) N. 57-4153 E. 86.52 feet to a
point; (5) N. 79-00-25 E. 35.87 feet to a point; (6) S. 82-20-29 E. 64.05 feet to a point; (7) N. 75-
55-01 E. 77.86 feet to a point; (8) N. 85-20-51 E. 88.73 feet to a point; (9) N. 64-00-18 E 46.43
feet to a point; (10) N. 75-05-10 E. 63.26 feet to a point; (11) N. 53-19-44 E. 45.83 feet to a
Point; (12) N. 74-03-26 E. 33.04 feet to a point; (13) S. 88-21-32 E. 21.79 feet to a point; (14) S.
74-44-16 E. 29.63 feet to a point; (15) S. 66-15-06 E. 28.26 feet to a point; (16) N. 89-24-03 E.
86.61 feet to a point; (17) N. 78-13-39 E. 135.27 feet to a point; (18) N. 68-07-25 E. 141.39 feet
to a point; (19) N. 88-47-27 E. 232.28 feet to a point; (20) S. 86-22-45 E. 50.04 feet to a point;
(21) S. 78-13-03 E. 152.95 feet to a point; (22) N. 71-56-15 E. 50.04 feet to a point; (23) S. 83-
19-02 E. 104.92 feet to a point; (24) S. 60-34-39 E. 89.33 feet to a point; (25) S. 41-22-12 E.
99.34 fect to a point; (26) S. 28-39-48 E. 33.03 feet to a point; (27) S. 15-44-49 E. 47.01 feet to a
point; (28) S. 37-39-29 E. 57.97 feet to a point; (29) S. 28-29-47 E. 55.39 feet to a point; (30) S.
45-48-23 E. 62.00 feet to a point; (3 1) S. 35-44-03 E. 25.39 feet to a point; (32) S. 29-12-16 E.
54.95 feet to a point; (33) S. 38-44-05 E. 60.47 feet to a point; (34) S. 28-16-17 E. 79.80 feet to a
point; (35) S. 14-11-27 E. 29.43 feet to a point; (36) S. 44-15-42 E. 15.12 feet to a point; (37) S.
55-10-23 E. 15.14 feet to a point; (38) S. 67-31-51 E. 28.09 feet to a point; (39) S. 46-25-36 E.
31.90 feet to a point; (40) S. 40-32-56 E. 46.07 feet to a point; (41) S. 35-25-35 E. 41.06 feet to a
point; (42) S. 37-27-03 E. 79.53 feet to a point; (43) S. 34-02-57 E. 1JO.31 feet to a point; (44)
S. 41-38-43 E. 162.37 feet to a point; (45) S. 28-08-20 E. 25.38 feet to a point; (46) S. 15-34-31
E. 28.02 feet to a point; (47) S. 28-50-41 E. 25.87 feet to a point; (48) S. 05-57-45 W. 17.17 feet
to a point; (49) S. 21-09-09 W. 40.55 feet to a point; (50) S. 04-22-23 W. 38.89 feet to a point;
(5 1) S. 11-52-47 E. 54.31 feet to a point; and (52) S. 01-08-27 E. 71.76 feet to a point; thence N.
55-44-58 E. 264.76 feet to a point located in the westerly boundary of the property owned (now
or formerly) by William D. Smith, Jr. & Sheila M. Smith as described in Deed Book 16712 at
Page 857, Union County Registry; thence with westerly boundaries of the said Smith property
and the properties owned (now or formerly) by Lowell Wesley Hedrick as described in Deed
Book 3401 at Page 264, Lowell Wesley Hedrick as described in Deed Book 7843 at Page 856,
Troy B. Waters & Betty B. Waters as described in Deed Book 2873 at Page 365 and Maxine C.
Chrosniak as described in Deed Book 3358 at Page 325, all of the Union County Registry, the
following twenty-one (21) courses and distances: (I) S. 13-35-22 W. 149.00 feet to a point; (2) S.
13-35-22 W. 80.00 feet to a point; (3) S. 01-19-38 E. 169.59 feet to a point; (4) S. 01-19-38 E.
237.49 feet to a point; (5) S. 01-22-26 E. 76.73 feet to a point; (6) S. 15-37-38 E. 133.00 feet to a
point; (7) S. 19-20-22 W. 166.00 feet to a point; (8) S. 19-20-22 W. 130.00 feet to a point; (9) N.
85-19-38 W. 28.00 feet to a point; (10) S. 45-07-22 W. 123.00 feet to a point; (11) S. 45-07-22
W. 60.00 feet to a point; (12) S. 08-04-38 E. 58.00 feel to a point; (13) S. 39-07-22 W. 76.00 feet
to a point; (14) S. 53-00-22 W. 74.20 feet to a point; (15) N. 73-29-38 W. 136.25 feet to a point;
(16) S. 61-30-22 W. 173.40 feet to a point; (17) S. 08-49-] 2 W. 287.84 feet to a point; (18) S.
19-39-38 E. 42.89 teet to a point; (19) S. 66-29-38 E. 58.00 feet to a point; (20) S. 21-19-38 E.
233.00 feet to a point; (2 1) S. 08-45-22 W. 140.00 feet to a point; and (22) S. 22-29-38 E. 45.00
feet to the POINT OR PLACE OF BEGINNING, containing 339.188 acres, more or less, all as
shown on that certain survey entitled "Boundary Survey of. 339.188 Acres" prepared by
Yarbrough -Williams & Houle, Inc., dated March 26,2005, reference to which this survey is
hereby made.
11
NPCOL 1:3056387.1-MISC-(R W W) 048555-00002

B27829- P463
Exhibit C
BEING all of Lots 3, 161, 162, 163, 164, 168, 169, 203, 204, 205, 206, 207, 208, 231, 232, 233,
234, 237, 238 and 239 ofSummerwood, Map 1, as shown on plat thereof recorded in Map Book
47, at Page 825 in the Office of the Register of Deeds for Mecklenburg County, North Carolina.
BEING all of Lots 438 and 439 of Summerwood, Map 2, as shown on plat thereof recorded in
Map Book 48, at Page 365 in the Office of the Register of Deeds for Mecklenburg County, North
Carolina.
BEING all of Lots 330, 331, 332, 335, 395, 396, 397, 398 and 399 ofSummerwood, Map 3, as
shown on plat thereof recorded in Map Book 48, at Page 603 in the Office of the Register of
Deeds for Mecklenburg County, North Carolina.
BEING all of Lots 160, 174 and 179 of Summerwood, Map 5, as shown on plat thereof, recorded
in Map Book 48, at Page 607 in the Office of the Register of Deeds for Mecklenburg County.
North Carolina.
BEING all of Lots 199, 200, 201, 212, 214, 215, 229, 240, 242 and 247 of Summerwood, Map 6,
as shown on plat thereof recorded in Map Book 48, at Page 611 in the Office of the Register of
Deeds for Mecklenburg County, North Carolina.
BEING all of Lots 341, 342, 343, 344, 345, 346, 347, 348, 356, 365, 366 and 367 of
Summerwood Map 4, as shown on plat thereof recorded in Map Book 49, at Page 169 in the
Office of the Register of Deeds for Mecklenburg County.
12
NPC0L1:3056387.1-M1SC-(RWW) 048555-00002

B27829- P464
TAX PARCEL NUMBERS
13907101
13936312
13936431
13936501
13907105
13936313
13936432
13936502
13936103
13936314
13936433
13936506
13936102
13936315
13936434
13936657
13906119
13936316
13936435
13936658
13936251
13936325
13936437
13936659
13936252
13936326
13936438
13936660
13936253
13936327
13936439
13936661
13936254
13936328
13936440
13936663
13936255
13936329
13936442
13936664
13936256
13936331
13936447
13936665
13936257
13936332
13936448
13936666
13936258
13936336
13936453
13936667
13936259
13936337
13936455
13936668
13936260
13936338
13936456
13936669
13936261
13936339
13936457
13936672
13936262
13936340
13936458
13936673
13936263
13936341
13936459
13936674
13936264
13936342
13936460
13936675
13936265
13936345
13936461
13936677
13936266
13936346
13936462
13936678
13936267
13936347
13936463
13936679
13936268
13936363
13936464
13936680
13936269
13936364
13936465
13936681
13936273
13936365
13936466
13936682
13936274
13936366
13936467
13936683
13936275
13936374
13936470
13936684
13936276
13936353
13936472
13936277
13936418
13936473
13936278
13936419
13936474
13936279
13936420
13936481
13936301
13936421
13936482
13936302
13936422
13936483
13936303
13936423
13936484
13936304
13936424
13936485
13936305
13936425
13936486
13936306
13936426
13936487
13936307
13936427
13936488
13936308
13936428
13936489
13936310
13936429
13936490
13936311
13936430
13936491
13
NPCOL I :3056387. I-MISC-(RW W) 048555-00002

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 5
Agent Authorization Form
June 22, 2018
CWS Project No. 2018-0433

AGENT CERTIFICATION OF AUTHORIZATION
1, the undersigned, a duly authorized representative for the linear project identified herein, do
authorize representative of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right-of-way herein described for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899.
I, Mr. Bob Wiggins, representing Mattamy Homes, hereby certify that 1 have authorized Gregg
Antemann of Carolina Wetland Services, Inc. to act on my behalf and take all actions necessary
to the processing, issuance, and acceptance of this request for wetlands determination /
permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Applicant's
<��L✓- �� G�7.R
Agent's signature
4W/6 4-27-18
Date ' Date
Completion of this form will allow the agent to sign
all future application correspondence.

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized owner of record of the propertylproperties identified herein,
do authorize representative(s) of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
I. representing,
`hereby certify that I have authorized Daniel Roberts of Carolina Wetland Services, Inc. to act on
ti my behalf and take all actions necessary to the processing, issuance, and acceptance of this
quest for wetlands determination l permitting and any and all standard and special conditions
attached.
Yy We hereby certify that the above information submitted in this application is true and accurate to
J the best of our knowledge.
Applicant's signature
Agent's signature
3/1812018
Date Date
Completion of this form will allow the agent to sign
all future application correspondence,
r,� � :11
�, Jd

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representative(s) of the Wilmington District, U.S_ Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
i r3�tju
S
.c -^ S 1
, "w+�+-'t
hereby certify that I have authorized Daniel Roberts of Carolina Wetland Services, Inc. to act on
my behalf and take all actions necessary to the processing, issuance, and acceptance of this
request for wetlands determination / permitting and any and all standard and special conditions
attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Applica is signatur
Date
Agent's signature
3/18/2018
Date
Completion of this form will allow the agent to sign
all future application correspondence.

AGENT CERTIFICATION OFAUTHORIZATION
1,:theundersi nod, a duly authorized owner of record of the propertylproperties; identifiedherein,
do.authorize representafiVe(s):of the: Wilmington District, U.S. Army Corps of Engineers: (CorpsI
:toenter upon the: property ]herein described for the purpose bf condul%ng on site I :i . n . v . e stigations
andissuing a.detorminatibn associated w . fth Wa I ters o f the U.S. subject . tofederal jurisd I ic I ti . o . h:
.. ...... ... .........
under Section: 404 of theClean W6t rAct: and/or Section 10: of the Rivers. and Harbors Ac.t. o.f
1899.
representing,
hereby certify that:I have authorized Daniel Roberts of Carolina Watland Services, Inc_ 1o.act on
my behaff:and.take all actionsnecessary too the processing, issuance,: and acceptance ref this
:request for wetlands determination / permitting and any and 'all standard, and special conditions
attached::: -
We hereby certify that the above information submitted in this application. is true and -accurate lto
the best Of our knowledge.
. . . ................. .......
Agent's signature
31,18/201.8
.......... ...... ........
........... ... - ....
1.11,11''.... ....... ......
-1.1-1 .... ...... ..........
tate
Completion of this form : will allovi, the agent to sign,
all: future application correspondence.

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 6
Construction Plans/Impact Figures
June 22, 2018
CWS Project No. 2018-0433

LEGEND
ASPHALT (PROFILE) —
BOTTOM OF BANK (TOE)
BRIGDE
BUILDING
CHECK DAM STD. 6.83
CONCRETE (PROFILE)
CREEK, DITCH OR BRANCH
CURB & GUTTER
EDGE OF ROADWAY
EXISTING FIRE HYDRANT
EXIST. WATER OR SAN. SEWER EASEMENT
EXISTING IRON PIN
EXISTING WATER VALVE
EXISTING WATER MAIN
EXISTING � SANITARY SEWER
EXIST. SAN. SEWER MANHOLE STRUCTURE
EXISTING GAS MAIN
EXISTING GAS SERVICE
FENCE (LABEL TYPE)
GAS VALVE
GRAVEL (PROFILE)
GROUND PROFILE
GUARD RAIL
MARSH, POND, WETLAND OR LAKE
OVERHEAD ELECTRIC
PIERS
POWER POLE/GUY WIRE
PROPERTY LINE
PROPOSED AIR RELEASE
PROPOSED FIRE HYDRANT
PROPOSED WATER MAIN (MARKED EVERY 100')
PROP. WATER OR SAN. SEWER EASEMENT
PROP. WATER OR SAN. SEWER TAP
PROP. WATER VALVE
PROPOSED � SANITARY SEWER
PROP. SAN. SEWER MANHOLE STRUCTURE
RIP - RAP
ROAD/STREET R/W
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SIDEWALK
STREET SIGN (LABEL TYPE)
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET—
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY SEDIMENT TRAP STD. 6.60
TEMPORARY DIVERSION STD. 6.20
TEMPORARY STREAM CROSSING STD. 6.70
TOP OF BANK (TOB)
TOWER LINE
TREE & BUSH
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
RAILROAD
WATER METER
DESIGN COMPANY:
SYMBOLS
--------------------------
T
O
X
N89'00'00"W
26.80'
OOD
4
\111= -I� Illi
EITHER / OR
1+00
I
N
N 89'00' 00"E
26.80'
SW
TO —TD TD—
�r
PLANS PREPARED BY: ESP ASSOCIATES, INC.
ADDRESS: P.O. BOX 7030
CONTACT:
PHONE:
EMAIL:
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY:
ADDRESS:
CONTACT:
PHONE:
EMAIL:
DATE SURVEY COMPLETED:
A
CHARLOTTE, NC 28241
MATTHEW R. REIKING, PE
[phone]
[e-mail]
MAY 10, 2018
ESP ASSOCIATES, INC.
P.O. BOX 7030
CHARLOTTE, NC 28241
ROBERT D. BARTLETT, PLS
[phone]
[e-mail]
APRIL 30, 2018
DEVELOPER: MATTAMY HOMES
ADDRESS: 2025 AYRSLEY TOWN BLVD., SUITE 1104
CHARLOTTE, NC 28273
CONTACT: BOB WIGGINS
PHONE: [phone]
EMAIL: [e-mail]
PROPERTY INFORMATION: DB: 27829 PG: 452
TAX PARCEL ID# 1399-361-02
CONTRACTOR: TBD
CHARLOTTE WATER PLAN REVIEWER:
it
INSIDE CHARLOTTE: ( ) YES ( NO:
TOPO NO: 433
CHARLOTTE
WT E FZ
CHARLOTTE, NORTH CAROLINA
IU�� � D p D
RINfvx ill . p � U
SANITARY SEWER TRUNK
TO SERVE
CADENkc-..E
LINE
\ /N/F I
EXIST. 8" SANITARY SEWER / EXIST. 15' CHARLOTTE TAX# 139-362-62 J
(CHARLOTTE WATER JOB#100-05-587 WATER SANITARY / \ 11125 SORREL RIDGE /
SEWER ESMT. PER MB /
FILE 433-3) 49 PG 169
EXIST. MH#377445
RIM=640.23
INV. IN=632.60 N/F N/F
INV. IN=632.44 (12) �' TAX# 139-362-63 \ / TAX# 139-362-86
INV. OUT=632.24 N/F 11124 SORREL RIDGE \ SUMMERWOOD COMMUNITY
EXIST. 40' CHARLOTTE WATER \ TAX# 139-362-64 / DRIVE / ASSOCIATION, INC
SANITARY SEWER ESMT. 11120 SORREL RIDGE ��( DB 23189 PG 532 I
DEEDS 17595 & 17329-250 DRIVE �' EXIST. 12" FORCE MAIN ��) COS, MB 49 PG 169 INTERSTATE I-485
FILE433-2)
3-2)WATER JOB#292-02-672 / < < ,` AKA CHARLOTTE OUTER LOOP
s80°59'53"W _ PUBLIC R/W WIDTH VARIES I
/ 237.96' NC DOT PROJECT# 6.679002B 8c &U671619
N/F / MH#1 \ N78°31'09"W `�
TAX# 139-361-02 �/�� / / / _ 153.16' I BOOK 3 PAGE 141, DB 12782 PG 829
�DB ASTER III, LLC ,\" n t --/ MH#2 i
DB 27829 PG 452 # / I
I
EXIST. 40' CHARLOTTE WATER I I
i e ��� w� \I I SANITARY SEWER ESMT. I I
j i�w _ / ��� -� I DEEDS 17595 & 17329-250
rv�
ss
L---------
1—
��-�
N71°09'49"W I I
494.68'
------ \ I
—------------- ---- J-----------------
—� \
EXIST. 12" SANITARY SEWER TRUNK LINE TYP. _ /- — ! x ` ����
CHARLOTTE WATER PROJECT
(JOB #100-05-587 FILE 433-3)�wIZ::�— ,
wl
� I
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949(NC)
803-802-2440(SC)
www.espassociates.com
0
Know whafs below.
Call before you dig.
Do NOT Rely on This Document
D
R A
F T
III Do NOT Rely on This Document
GRAPHIC SCALE
60' 0 30' 60' 120'
( IN FEET )
1 inch = 60 ft.
240'
Oo
L N
W M
Z�
Zo
W
az
00
�a
Ir0
0(.)
Z Z
INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
SHEET NO. 2 PERMIT SHEET GENERAL NOTES
SHEET NO. 3 SANITARY SEWER TRUNK LINE (EX. MH-MH#3)
N/F
TAX# 139-361-99
JS HELMS FAMILY
PROPERTIES, LLC
DB 27309 PG 807
MH#3 i
�
N/F
I TAX# 139-021-33
EXIST. 9'x6' TWIN \ JAMES R. LEE &
CONCRETE BOX CULVERT I LINDA F. LEE
\ DB 5741 PG 825
1
ENCROACHMENT AN D PERMIT SUMMARY
PETROLEUM
NAME OF ENTITY
PERMIT REQUIRED
N/F \
li
DATE FEES WERE
PAID
COLONIAL PIPELINE
/
TAX# 139-361-02
I
PIEDMONT NATURAL GAS
TOTAL NO. LOTS SERVED: 0
-
/
DB ASTER III, LLC I
DB 27829 PG 452 ,
\ \
\�
DATE OF ACTIVATION:
DATE AS BUILT: BY:
ROADS
I\
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
/ �
I
I
NCDOT
�
I
TOWN OF CORNELIUS
\
/
N/F
\
II
II
TOWN OF HUNTERSVILLE
/
TAX# 139-364-07
TOWN OF MATTHEWS
/
\
N/F10641
TRESS LANE HILL
\
TOWN OF MINT HILL
/
/
TAX# 139-364-06
TOWN OF PINEVILLE
N/F
10637 TRESS
\
/
N/F
FEES REQUIRED
DATE PERMIT
OBTAINED
TAX# 139-364-05
LANE HILL
\
TAX# 139-364-08
10631 TRESS
/
10647 TRESS LANE HILL
N/F
\ LANE HILL
\
TAX# 139-364-04
I
\ 10625 TRESS
'
LANE HILL
\
/
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949(NC)
803-802-2440(SC)
www.espassociates.com
0
Know whafs below.
Call before you dig.
Do NOT Rely on This Document
D
R A
F T
III Do NOT Rely on This Document
GRAPHIC SCALE
60' 0 30' 60' 120'
( IN FEET )
1 inch = 60 ft.
240'
Oo
L N
W M
Z�
Zo
W
az
00
�a
Ir0
0(.)
Z Z
INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
SHEET NO. 2 PERMIT SHEET GENERAL NOTES
SHEET NO. 3 SANITARY SEWER TRUNK LINE (EX. MH-MH#3)
N/F
TAX# 139-361-99
JS HELMS FAMILY
PROPERTIES, LLC
DB 27309 PG 807
MH#3 i
�
N/F
I TAX# 139-021-33
EXIST. 9'x6' TWIN \ JAMES R. LEE &
CONCRETE BOX CULVERT I LINDA F. LEE
\ DB 5741 PG 825
1
ENCROACHMENT AN D PERMIT SUMMARY
PETROLEUM
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
COLONIAL PIPELINE
PIEDMONT NATURAL GAS
TOTAL NO. LOTS SERVED: 0
PROJECT NAME: CADENCE MINT HILL
SCALE 1"=60'
PLANTATION PIPELINE
DATE OF ACTIVATION:
DATE AS BUILT: BY:
ROADS
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
CDOT
NCDOT
YES
YES
TOWN OF CORNELIUS
TOWN OF DAVIDSON
TOWN OF HUNTERSVILLE
TOWN OF MATTHEWS
TOWN OF MINT HILL
TOWN OF PINEVILLE
RAILROADS
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
CSX
NORFOLK SOUTHERN
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE WWW.CHARLOTTEWATER.ORG
MUNICIPALITY: TOWN OF MINT HILL, NC
APPROVAL SEAL
�Ill�l111flila tA►►5►:::till,
I
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SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE LENGTH
12"
886 L.F.
TOTAL NO. OF MANHOLES: 3
TOTAL NO. LOTS SERVED: 0
PROJECT NAME: CADENCE MINT HILL
SCALE 1"=60'
JOB NO:
DATE OF ACTIVATION:
DATE AS BUILT: BY:
A CITY OF CHARLOTTE DEPARTMENT

APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME SANITARY SEWER TRUNK LINE TO SERVE CADENCE MINT HILL CREEK BASIN CLEAR CREEK
CLTWater PROJECT NO.:
PROJECTTYPE: ®NEW CONSTRUCTION ❑RELOCATION ❑MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0 GALLONS PER DAY BASED
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X 0 HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X N/A UNITS OR IS BASED ON
N/A
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
® McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
COMMERCIAL % OTHER
ORIGIN OF WASTEWATER ® SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
N/A
IF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
N/A
IF A PRETREATMENT PERMIT 15 REQUIRED, HAS ONE BEEN ISSUED? DYES ❑ NO ® N/A
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ® YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM 206-575
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 12"
HAS ENGINEER DETERMINED THAT INC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? ® YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
ESP ASSOCIATES, INC.
P.O. BOX 7030
CHARLOTTE, NORTH CAROLINA 28241
TELEPHONE 803 - 802 - 2440
PROFESSIONAL ENGINEER'S CERTIFICATION: SANITARY SEWER TRUNK LINE
I, MATTHEW R. REIKING, P.E. ATTESTTHATTHIS APPLICATION FOR TO SERVE CADENCE MINT HILL
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OFTHESE MATERIALS UNDER MY
SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
FORSE NO.:
,4�� -
CIT110,111
ISSUED
KERI B. CANTRELL, PHD, P.E., CHIEF ENGINEER
CHARLOTTE WATER GENERAL NOTES:
1. NO PUBLIC WATER OR PUBLIC SANITARY SEWER MAIN CONSTRUCTION MAY TAKE PLACE ON
THIS PROJECT UNTIL THE UTILITY CONTRACTOR HAS REQUESTED, SCHEDULED, AND
ATTENDED A PRE -CONSTRUCTION CONFERENCE WITH THE CHARLOTTE WATER
CONSTRUCTION INSPECTOR ASSIGNED TO THE PROJECT. ANY WORK PERFORMED PRIOR TO
THE PRE -CONSTRUCTION CONFERENCE SHALL NOT BE ACCEPTED BY CHARLOTTE WATER
AND SHALL BE REMOVED AND REPLACED WITH NEW MATERIALS.
2. APPROVAL FOR BACKFLOW PREVENTION REQUIREMENTS IS NOT PART OF THIS REVIEW.
BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S
CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION FOR BUILDING
PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT
http://charlottenc.gov/Water/Pages/BackflowConstructionGuidelines.aspx. PLEASE CONTACT MARK
KROUSE AT 704-432-5800 FOR MORE INFORMATION.
3. ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE
A RESUBMITTAL TO BACKFLOW FOR REVIEW.
4. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER
STANDARDS AND SPECIFICATIONS PER WEBSITE AT WWW.CHARLOTTEWATER.ORG.
5. ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE REQUIRED TO OWN A
COPY OF THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
6. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CALL NC811 AT 1-800-632-4949 OR 811 FOR UTILITY LOCATING SERVICES 72
HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
7. IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM NATURAL GAS MAINS, THE CONTRACTOR
SHALL INFORM PIEDMONT NATURAL GAS COMPANY AT [phone].
8. SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO
RELOCATION DUE TO FIELD CONDITIONS.
9. SANITARY SEWER LATERALS ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN FIVE (5)
FEET WHERE PRACTICAL AT THE PROPERTY LINE UNLESS INDICATED ON THE PLANS TO BE
INSTALLED AT "MINIMUM SLOPE".
10. MINIMUM COVER OF 36" FOR WATER MAINS.
HE
12.
DUCTILE IRON PIPE (RED BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER &
SANITARY SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET:
• WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE).
• 18" VERTICAL FOR WATER LINE INSTALLED ABOVE SEWER LINE.
• 10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE (OR 18"
VERTICAL SEPARATION IN SEPARATE DITCHES).
• FOR WATER LINES 12" CLEARANCE WITH STORM DRAINS, GAS MAINS, TELEPHONE
DUCTS, AND UNDERGROUND CABLES.
RECORDED PLATS ARE REQUIRED FOR ACTIVATION OF WATER MAINS, EASEMENTS ARE NOT
ACCEPTABLE.
13. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12 -GAUGE
TRACER WIRE, 30 MILS BLUE HDPE INSULATION. CONDUCTIVITY TEST REQUIRED DURING
FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
14. ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12 -GAUGE
TRACER WIRE, 30 MILS GREEN HDPE INSULATION. CONDUCTIVITY TEST REQUIRED DURING
FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
15. COMPLETE TRENCH BACKFILL SHALL BE IN PLACE 30 CALENDAR DAYS PRIOR TO
SCHEDULING PVC PIPE MANDREL TESTING.
16. CURB AND GUTTER SHALL BE CONSTRUCTED PRIOR TO WATER MAIN INSTALLATION.
17. SEPARATE PLAN SUBMITTAL REQUIRED TO BACKFLOW PREVENTION FOR REVIEW/
APPROVAL PERTAINING TO ANY APPLICABLE BACKFLOW DEVICES.
18. WATER MAIN EXTENSIONS WITHOUT SERVICES SHALL INCLUDE AIR RELEASE AT ALL HIGH
POINTS IN WATER MAINS OR EVERY 1000 LF.
19. EXISTING MANHOLES MAY HAVE TO BE REPAIRED OR REPLACED, DEPENDING ON THE
CONDITION, AS DETERMINED BY THE CHARLOTTE WATER INSPECTOR.
20. ALL VALVE ASSEMBLIES SHALL BE COMPLETELY OUTSIDE OF ADA HANDICAP RAMPS. FIRE
HYDRANTS SHALL BE COMPLETELY OUTSIDE SIDEWALKS AND RAMPS.
21. NET 15' WATER MAIN EASEMENT REQUIRED UNLESS APPROVED BY ENGINEER.
22. ANY NEW METERS OR IRRIGATION METERS INSTALLED/RELOCATED AFTER THE BACTERIAL
AND PRESSURE TEST SHALL REQUIRE ADDITIONAL BACTERIAL TEST. A CLTWATER
INSPECTOR SHALL WITNESS THE TAP UNCOVERED UNDER STATIC CONDITIONS TO VERIFY IF
LEAKS ARE PRESENT.
Do NOT Rely on This Document
D
R A
F T
Do NOT Rely on This Document
SANITARY SEWER NOTES:
1. ALL MANHOLE FRAME AND COVERS TO BE CHARLOTTE WATER TYPE A-1 UNLESS
OTHERWISE SPECIFIED
2. ALL 4" LATERALS SHALL MATCH CROWNS AT MANHOLE CONNECTION UNLESS OTHERWISE
SPECIFIED.
3. CONTRACTOR TO FIELD VERIFY, HORIZONTAL AND VERTICAL, ALL UNDERGROUND
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND CONTACT THE
APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO CONSTRUCTION WITHIN THE TAP
AREAS.
5. ALL SANITARY SEWER LATERAL CLEANOUTS TO BE PLACED V OUTSIDE BACK OF SIDEWALK
WHEN BACK OF SIDEWALK IS AT PUBLIC RIGHTS-OF-WAY. OTHERWISE PLACE CLEANOUT 1'
OUTSIDE PUBLIC RIGHTS-OF-WAY.
6. DUCTILE IRON PIPE TO BE USED FROM LATERAL CLEANOUT TO SANITARY SEWER MAIN
WHEN LATERAL IS UNDER STORM SEWER WITH LESS THAN 24" CLEARANCE.
7. ALL FILL SHALL CONSIST OF ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GC, GM,
SC, SM SW, SP, ML, AND CL OR A COMBINATION OF THESE GROUPS; HAVING A STANDARD
PROCTOR MAXIMUM DRY DENSITY OF AT LEAST 100 PCF, A PLASTICITY INDEX (PI) OF LESS
THAN 25%, AN ORGANICS CONTENT OF LESS THAN 3% BY WEIGHT, AND FREE OF ROCK OR
GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS,
VEGETATION, AND OTHER DELETERIOUS MATTER.
8. ALL FILL SHALL BE PLACED IN MAXIMUM 8 -INCH LIFTS AND COMPACTED. ALL FILL WITHIN
LIMITS OF ROADWAY AND SEWER TRENCH SHALL BE COMPACTED TO 100% OF MAXIMUM
STANDARD PROCTOR DENSITY WITHIN THE TOP 12 INCHES AND A MINIMUM 95% OF
MAXIMUM STANDARD PROCTOR DENSITY BELOW 12 -INCH DEPTH. MAXIMUM STANDARD
PROCTOR DENSITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D 698.
DEVELOPER SHALL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING
TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING. TESTING AGENCY
SHALL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D2922 AND ASTM
D2937, AS APPLICABLE, TEST SHALL BE PERFORMED AT EACH COMPACTED BACKFILL
LAYER AT A RATE OF NOT LESS THAN ONE TEST FOR EACH 2500 SF OF FILL AREA OR ONE
TEST PER EACH 100 LF OF TRENCH LENGTH.
9. THE TEMPORARY BENCHMARK IS THE TOP NORTHEAST CORNER OF A HEADWALL
LOCATED ON THE WESTERN RIGHT-OF-WAY OF INTERSTATE -485 (SOUTHBOUND). TBM =
646.05'
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NO
803-802-2440 (SO
www.espassociates.com
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE WWW. CHAR LOTTEWATER.ORG
A CITY OF CHARLOTTE DEPARTMENT

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Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949(NC)
803-802-2440(SC)
www.espassociates.com
5+00 6+00 7+00 8+00 8+86 GRAPHIC SCALE
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(NCDOT CONTROLLED ACCESS)
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IN FEE
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(-ryP.) PUBLIC R/W WIDTH VARIES
NC DOT PROJECT# 6.679002B & 8.U671619
SEXIST. WETLAND BOOK 3 PAGE 141, DB 12782 PG 829
PROP. MH#2 GRAPHIC SCALE
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CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
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A CITY OF CHARLOTTE DEPARTMENT
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P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949(NC)
803-802-2440(SC)
www.espassociates.com
5+00 6+00 7+00 8+00 8+86 GRAPHIC SCALE
-EXIST. RIGHT-OF-WAY 40' 0 20' 40' so' 160'
(NCDOT CONTROLLED ACCESS)
INTERSTATE I-485
IN FEE
EXIST. SILT FENCE AKA CHARLOTTE OUTER LOOP 1 inch 40 ft.
(-ryP.) PUBLIC R/W WIDTH VARIES
NC DOT PROJECT# 6.679002B & 8.U671619
SEXIST. WETLAND BOOK 3 PAGE 141, DB 12782 PG 829
PROP. MH#2 GRAPHIC SCALE
STYPE B-1 F&C 4' 0 2' 4' 8' 16'
STA. 3+91.12
I EXIST. EDGE OF
PROP. 35' X 15' X 8.5'D PAVEMENT PROP. 15' SEPARATION BETWEEN
BORE PIT EXIST. 12" FORCE MAIN AND
130' EOP I PROP. GRAVITY SEWER II
EXIST. 50' S.W.I.M. X
\ BUFFER I PROP. 435 LF - 24" STEEL ENCASEMENT PIPE I
N7 "?'49"W (t=0.250') INSTALLED BY JACK AND BORE METHOD
494.68' (3 CASING SPACERS PER PIPE SEGMENT) X
s�
5+004 '� EXIST. 40' ICHARLOTTE WATER X
SANITARY SEWER ESMT.
- DEEDS 175ia5 & 17329-250
EXIST. 12" FORCE MAIN 1
(CHARLOTTE WATER JOB# 292-02-672) k
6x00 �
\\� I EXIST. SILT FENCE
W� \ (TYP.) k
\ ?x
00 I Wim'
I I
\I
I
�\ I
SEXIST. SILT FENCE
(TYP.)
EXIST. 50' S.W.I.M.-/
BUFFER
EXIST. EDGE OF-/
PAVEMENT
I
I I t
EXIST. 9'x6' TWIN i X
CONCRETE BOX CULVERT EXIST. 100 -YEAR
FLOOD ELEVATION
EXIST. FEMA FLOODWAY
BOUNDARY (TYP.)
EXIST. EDGE OF
PAVEMENT No. Dat
-EXIST. RIGHT-OF-WAY
(NCDOT CONTROLLED ACCESS)
N/F
TAX# 139-361-99
JS HELMS FAMILY
PROPERTIES, LLC
DB 27309 PG 807
PROP. 10'X 20' X 111
RECEIVING PIT
150' EOP
PROP. MH#3
_TYPE B-1 F&C
I STA. 8+85.80 I
-FUTURE FLOOD FRINGE
EXIST. 50' S.W.I.M.
BUFFER
-EXIST. 10' UPLAND
ZONE
EXIST. 20' MANAGED
USE ZONE
( IN FEET )
VERTICAL SCALE
1 inch = 4 ft.
-EXIST. 20' STREAMSIDE ►I�1i1r�►� t A
11ZONE d5.
[EXIST. TOP OF ► r' ` ��
BANK (TYP.)
100, 1.&V SEN4.:
EXIST. 50' S.W.I.M
BUFFER (TYP.)
03 =f' Fm Iry 4�7
tf [f
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE AT WWW.CHARLOTTEWATER.ORG
A CITY OF CHARLOTTE DEPARTMENT

3
0
U
Planting Summary for Vegetatrve Communities and Zones - Stewart Creek Tributary 2
Streambank (Zone 1), Total Acreage
Acres 0.11
Species Common Name
Spacing
Max SpSpUnit
Type*
Size
Stratum
No. of Stems
Cephalanthus occidentalis" Buttonbush
Cornus amornum Silky dogwood
Salix nigra Black willow
4
4
4
L
L
L
0.75 diameter
and 3 ft lents h
Shrub
Understory
Understory
114
114
114
Subtotal
342
Piedmont Alluvial Forest (Zane 2), Total Acreage
Acres 0.20
Species Common Name
MaxSp5pacing
Unit Type*
Size
Stratum
No. of Sterns
Acer rubrum Red maple
Betula nigra River birch
Cornus florida Flowering dogwood
10 x 10
10 x 10
10 x 10
R
R
R
0-75 in RCD at 6 in
above root ball or 1 gal
Overstory
Overstory
Understory
45
45
45
Subtotal
135
Permanent Seeding (Zones i & 2), Total Acreage
Acres 0.31
Species Common Nam
MaxSpacinge .Sp
Unit Type*
Size
Stratum
No. of Stems
lbs/AC
Total lbs
Asclepias tuberosa Butteryflywee-i
N/A
S
S
S
S
S
S
5
S
N/A
Herb
Herb
Herta
Herb
Herb
Herm
Herb
Herb
Subtotal
N/A
5
5
5
5
5
5
20
10
60
1.6
1.6
1.6
1.6
1.6
1.6
5.2
3.1
18.9
Hibiscus moscheutos Rose mallow
And ropogon vironicus Broom sedge
Dicanthelium (Panicum) clandestinum Deer tongue
Panicum anceps Switchgrass
Elyrnus uirginicus Virginia %arild rye
Secale cereale Rye grain
Setaria italica Foxtail millet
Tata 1
477
60
18.9
*C=Container. L=Live stake, R=Bare Root, S=Seed
'Only plant Buttenbush along the tae of the stream bank, this planting area is confined to the lowest planing row of live stakes.
Note: Stem subtotals shall remain constant but the number of stems per species of within each stratum may vary.
PLANTING GUILDELINES:
I . ALL PLANTS WILL BE NATIVE TO THE NORTH CAROLINA PIEDMONT REGION.
2. INVASIVE SPECIES WILL NOT BE USED IN ANY WATER QUALITY BUFFER REVEGETATION.
3. FOR DISTURBED AREAS WITH SLOPES 3:1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100% BIODEGRADABLE MATERIAL WILL BE
USED.
4. IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT BE USED IN THE BUFFER DUE TO THE RISK OF STORM WATER POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL, WHICH
WILL PROVIDE SUFFICIENT NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASIVE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES.
5. PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS TYPICALLY FROM NOVEMBER THROUGH EARLY MARCH.
6. NO SEED SHALL BE PLACED ON COMPACTED SOIL. PRIOR TO SEEDING, THE SOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES. ALL SEEDING AREAS SHALL BE COVERED WITH STRAW MULCH AT THE RATE OF 1-2 TONS PER ACRES.
7. TEMPORARY SEEDING SHALL BE APPLIED ON ANY DISTURBED AREAS TO REMAIN UNTOUCHED FOR MORE THAN 14 DAYS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN 15 WORKING DAYS OF CONSTRUCTION COMPLETION.
8. TEMPORARY SEEDING SHALL CONSIST OF: RYE GRAIN, 120 Ibs/AC IF PLANTING OCCURS BETWEEN AUGUST 15 AND MAY 15. TEMPORARY SEEDING SHALL CONSIST OF: GERMAN MILLET, 50 Ibs/AC IF PLANTING OCCURS BETWEEN MAY 15 AND
AUGUST 15. RATES ARE FOR APPLICATION OF TEMPORARY SEED MIX ALONE. IF TEMPORARY SEED IS APPLIED AT THE SAME TIME AS PERMANENT SEED MIX, USE APPLICATION RATE OF 30 Ibs/AC. OTHER SPECIES VARIETIES MAY BE UTILIZED WITH
ENGINEER APPROVAL.
COIR MATTING
BANKFULL
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
CROSS SECTION
\ • TOP OF BANK
POOL I I •• ••
RIFFLE : / THALWEG
LOW -FLOW
WATER SURFACE
POOL
••' •A LIVE STAKES
6' MIN.
VERTICAL
OVERLAP COIR MATTING
(700 g/m2)
2' (TYP)
❑ ❑ ❑ ❑ ❑ ❑ ❑
6" MIN. ❑
HORIZONTAL C'5 > }
OVERLAP 5' (TYP)
❑ ❑ ❑ ❑ ❑ ❑
6" MIN.
HORIZONTAL 2' LONG 1"x 2" WOOD STAKES
OVERLAP w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
MATTING STAKING VIEW
TYPICAL MATTING DETAIL
NG UPWARD)
BASAL END CUT AT 450,1/2" TP 1-1 /2" IN
DIAMETER
LIVE STAKING DETAIL
NOTES:
NOTES:
1. ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR
ENGINEER'S ONSITE CONSTRUCTION MANAGER.
2. BEFORE INSTALLING COIR MATTING, TILL UPPER 3"-4" OF
SOIL TO HELP VEGETATION TO ESTABLISH. RAKE SOIL
LEVEL AND ADD SEED AND MULCH BEFORE INSTALLING
COIR FIBER MATTING.
3. MATTING SHALL TERMINATE AND BE BURIED AT THE TOE
OF SLOPE OF THE PROPOSED GRADING. WHERE RIP -RAP
IS PROPOSED IN THE CHANNEL, MATTING SHALL BE
KEYED -IN UNDER RIP -RAP.
1. LIVE STAKES SHALL BE INSTALLED WHERE INDICATED ON THE
DRAWINGS AND DETAILS.
2. LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A
SHARP TOOL. STAKE SHALL BE FREE FROM DISEASE OR EXCESS
DEAD TWIGS, 2.5 TO 4 FEET IN LENGTH WITH A BASAL END 0.5 TO
1.5 INCH IN DIAMETER. PRIOR TO INSTALLATION BASAL END SHALL
BE CUT AT A 45 DEGREE ANGLE AND THE TOP END SHALL BE CUT
FLAT WITHOUT CRACKS.
3. LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE
SOIL LEAVING 20% EXPOSED. STAKES SHALL BE PLACED IN A
RANDOM PATTERN AT A RATE OF 1 LIVE STAKE PER SQUARE YARD
ALONG BANKS FOR 8 FEET WIDTH (APPROXIMATELY 3 ROWS).
4. LIVE STAKES SHALL BE INSTALLED WHEN THEY ARE DORMANT,
WHICH TYPICALLY OCCURS BETWEEN OCTOBER 31 AND MARCH
31.
5. SEE PLANTING SCHEDULE.
1. INSERT PLANTING BAR AS SHOWN 2. REMOVE PLANTING BAR AND PLACE
AND PULL HANDLE TOWARD SEEDLING AT CORRECT DEPTH.
PLANTER.
4. PULL HANDLE OF BAR TOWARD
PLANTER, FIRMING SOIL AT BOTTOM.
C
5. PUSH HANDLE FORWARD
FIRMING SOIL AT TOP.
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND
BUFFER PLANTING)
Detail Sheet 1: Planting Plan
3. INSERT PLANTING BAR 21N. TOWARD
PLANTER FROM SEEDLING.
6. LEAVE COMPACTION HOLE OPEN.
WATER THOROUGHLY.
BARE ROOT PLANTING DETAIL
PLANTING BAG:
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST
CANVAS BAG OR SIMILAR
CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR:
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS SECTION, AND SHALL
BE 121N. LONG, 41N. WIDE AND 11N. THICK AT
CENTER.
ROOT PRUNING:
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO ROOTS
EXTEND MORE THAN 10 INCHES (101N.) BELOW
THE ROOT COLLAR.
NOTES:
�r
1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON CENTER, RANDOM SPACING,
AVERAGING 8' ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
2. OTHER PLANTING METHOD CAN BE USED WITH THE PERMISSION OF THE PLANTING
SUPERVISOR.
3. ALL MATERIALS ARE TO BE APPROVED BY ENGINEER OR ENGINEER'S ONSITE
CONSTRUCTION MANAGER.
- V L J I ll l\
TYPICAL PLANTING ZONES

Detail Sheet 2
Erosion Control Matting to be installed in the
maintenance corridor across Stream D.
4 FT -
4
a'e ;
EXPOSE NO MORE THAN
2 IN OF STAKE (TYP.) 30 IN
STAKE ALONG TOE OF
SLOPE AT 1 FT SPACINGS
TOE OF SLOPE
SECURE EROSION CONTROL MATTING
WITH 2 IN X 2 IN X 30 IN
NOTCHED WOOD DEAD STAKES
EROSION CONTROL
KEY IN EROSION CONTROL MATTING
FOR A DEPTH OF 1 FT
PER MANUFACTURER'S RECOMMENDATIONS
NOTES:
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHOR
TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN
CENTERS.
4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
WITH THE SOIL - DO NOT STRETCH.
6. FOR SLOPES 11 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND
FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
7. ANCHOR. FILL. AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINAL
ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
EROSION CONTROL MATTING DETAIL

Detail Sheet 3: Stream Pump Around
LT SACK OR
PLAN VIEW
PROVED
WATERING
STREAM
VICE DISCHARGE
\DE
`HOSES 7
/PINTAKE
DIVERSION
PUMPS
P
A
A
HOSE
?DIKE!L--/
/EWATERING
f
LINTAKEHOSE
FLOW
/
CLEAN WATER
SUMP -HOLE OR
DIKE
POOL (12" TO 18"
PUMPS SHOULD
DEEP 2' DIA.)
DISCHARGE ONTO
WORK AREA LENGTH
A STABLE
NOT TO EXCEED THAT
VELOCITY
WHICH CAN BE
DISSIPATOR MADE
COMPLETED IN ONE DAY
OF RIP RAP OR
SANDBAGS
PUMP -AROUND PRACTICE:
TEMPORARY MEASURE FOR DEWATERING STREAM AND POND CONSTRUCTION SITES.
Section A -A
IMPERVIOUS SHEETING --_`
WORK AREA BASE FLOW + 1 FOOT
(2 FOOT MINIMUM)
CROSS SECTION OF
SANDBAG DIVERSION
SOURCE: MARYLAND'S GUIDELINES TO WATERWAY
CONSTRUCTION - DETAIL 1.2
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND POND DREDGE CONSTRUCTION SITES.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED DREDGE CONSTRUCTION SHOULD BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO
DETAIL).
1. CONSTRUCTION ACTIVITIES INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES SHOULD NOT BEGIN UNTIL ALL NECESSARY EASEMENTS
AND/OR RIGHTS -OF -WAYS HAVE BEEN ACQUIRED. ALL EXISTING UTILITIES SHOULD BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR ANY DAMAGE TO EXISTING UTILITIES THAT MAY RESULT FROM CONSTRUCTION AND SHOULD REPAIR THE DAMAGE AT HIS/HER OWN EXPENSE TO THE COUNTY'S OR
UTILITY COMPANY'S SATISFACTION.
2. THE CONTRACTOR SHOULD NOTIFY THE SEDIMENT CONTROL INSPECTOR AT LEAST 5 DAYS BEFORE BEGINNING CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR SHOULD
INFORM THE LOCAL ENVIRONMENTAL PROTECTION AND RESOURCE MANAGEMENT INSPECTION AND ENFORCEMENT DIVISION AND THE PROVIDER OF LOCAL UTILITIES A
MINIMUM OF 48 HOURS BEFORE STARTING CONSTRUCTION.
3. THE CONTRACTOR SHOULD CONDUCT A PRE -CONSTRUCTION MEETING ON SITE WITH THE CONSTRUCTION INSPECTOR, CITY PROJECT MANAGER, AND THE ENGINEER TO
REVIEW LIMITS OF DISTURBANCE, EROSION AND SEDIMENT CONTROL REQUIREMENTS, AND THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHOULD STAKE OUT ALL
LIMITS OF DISTURBANCE PRIOR TO THE PRE -CONSTRUCTION MEETING SO THEY MAY BE REVIEWED. THE PARTICIPANTS WILL ALSO DESIGNATE THE CONTRACTOR'S STAGING
AREAS AND FLAG ALL TREES WITHIN THE LIMITS OF DISTURBANCE WHICH WILL BE REMOVED FOR CONSTRUCTION ACCESS. TREES SHOULD NOT BE REMOVED WITHIN THE
LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE LOCAL AUTHORITY.
4. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER AND THE
CONSTRUCTION INSPECTOR. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE
WORK AREA WHENEVER POSSIBLE.
5. UPON INSTALLATION OF ALL SEDIMENT CONTROL MEASURES AND APPROVAL BY THE CONSTRUCTION INSPECTOR, THE CONTRACTOR SHOULD BEGIN WORK WITH THE
ESTABLISHMENT OF STABILIZED CONSTRUCTION ENTRANCES. THE SEQUENCE OF CONSTRUCTION MUST BE FOLLOWED UNLESS THE CONTRACTOR GETS WRITTEN
APPROVAL FOR DEVIATIONS FROM THE LOCAL AUTHORITY. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY.
AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED. WORK SHOULD NOT BE CONDUCTED IN THE POND DURING RAIN
EVENTS.
6. SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND POND WATER SHOULD BE PUMPED AROUND THE WORK AREA. THE
PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
7. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SILT SACK, OR OTHER APPROVED SOURCE. THE
MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE POND.
8. AFTER AN AREA IS COMPLETED AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE
ESTABLISHED FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE
REMOVED.
9. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE
ACCOMPLISHED BY LOCATING A SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE
WORK AREA. THIS WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND.
4 PUMP AROUND DETAIL
NOT TO SCALE

LEGEND
ASPHALT (PROFILE) —
BOTTOM OF BANK (TOE)
BRIGDE
BUILDING
CHECK DAM STD. 6.83
CONCRETE (PROFILE)
CREEK, DITCH OR BRANCH
CURB & GUTTER
EDGE OF ROADWAY
EXISTING FIRE HYDRANT
EXIST. WATER OR SAN. SEWER EASEMENT
EXISTING IRON PIN
EXISTING WATER VALVE
EXISTING WATER MAIN
EXISTING � SANITARY SEWER
EXIST. SAN. SEWER MANHOLE STRUCTURE
EXISTING GAS MAIN
EXISTING GAS SERVICE
FENCE (LABEL TYPE)
GAS VALVE
GRAVEL (PROFILE)
GROUND PROFILE
GUARD RAIL
MARSH, POND, WETLAND OR LAKE
OVERHEAD ELECTRIC
PIERS
POWER POLE/GUY WIRE
PROPERTY LINE
PROPOSED AIR RELEASE
PROPOSED FIRE HYDRANT
PROPOSED WATER MAIN (MARKED EVERY 100')
PROP. WATER OR SAN. SEWER EASEMENT
PROP. WATER OR SAN. SEWER TAP
PROP. WATER VALVE
PROPOSED � SANITARY SEWER
PROP. SAN. SEWER MANHOLE STRUCTURE
RIP — RAP
ROAD/STREET R/W
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SIDEWALK
STREET SIGN (LABEL TYPE)
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET—
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY SEDIMENT TRAP STD. 6.60
TEMPORARY DIVERSION STD. 6.20
TEMPORARY STREAM CROSSING STD. 6.70
TOP OF BANK (TOB)
TOWER LINE
TREE & BUSH
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
RAILROAD
WATER METER
DESIGN COMPANY:
SYMBOLS
--------------------------
Oo
X
N89'00'00"W
26.80'
ec O OD
4
\IIIA—= -I� Illi
EITHER / OR
1+00
I
9'00'00"E
26.80'
SW
1HER' M
f�
TD TD —TD—
T
PLANS PREPARED BY: ESP ASSOCIATES, INC.
ADDRESS: P.O. BOX 7030
CONTACT:
PHONE:
EMAIL:
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY:
ADDRESS:
CONTACT:
PHONE:
EMAIL:
DATE SURVEY COMPLETED:
CHARLOTTE, NC 28241
MATTHEW R. REIKING, PE
[phone]
[e-mail]
MAY 10, 2018
ESP ASSOCIATES, INC.
P.O. BOX 7030
CHARLOTTE, NC 28241
ROBERT D. BARTLETT, PLS
[phone]
[e-mail]
APRIL 30, 2018
DEVELOPER: MATTAMY HOMES
ADDRESS: 2025 AYRSLEY TOWN BLVD., SUITE 1104
CHARLOTTE, NC 28273
CONTACT: BOB WIGGINS
PHONE: [phone]
EMAIL: [e-mail]
PROPERTY INFORMATION: DB: 27829 PG: 452
TAX PARCEL ID# 1399-361-02
CONTRACTOR: TBD
CHARLOTTE WATER PLAN REVIEWER:
it
INSIDE CHARLOTTE: ( ) YES ( NO:
TOPO NO: 433
CHARLOTTE
WT E FZ
CHARLOTTE, NORTH CAROLINA
IU�� � D p D
RINfvx ill . p � U
SANITARY SEWER TRUNK
T 0 S ERVE
CABENkc-..E
LINE
\ /N/F I
EXIST. 8" SANITARY SEWER / EXIST. 15' CHARLOTTE TAX# 139-362-62 J
(CHARLOTTE WATER JOB#100-05-587 WATER SANITARY / \ 11125 SORREL RIDGE /
SEWER ESMT. PER MB /
FILE 433-3) 49 PG 169
r�r
EXIST. MH#377445 � , \ /
RIM=640.23
INV. IN=632.60 j N/F N/F
INV. IN=632.44 (12) r' r TAX# 139-362-63 \ / TAX# 139-362-86
INV. OUT=632.24 N/F r 11124 SORREL RIDGE \ SUMMERWOOD COMMUNITY
EXIST. 40' CHARLOTTE WATER \ TAX# 139-362-64 / DRIVE / ASSOCIATION, INC
SANITARY SEWER ESMT. 11120 SORREL RIDGE 1 DB 23189 PG 532 I
DEEDS 17595 & 17329-250 DRIVE r r' EXIST. 12" FORCE MAIN ��) COS, MB 49 PG 169 INTERSTATE I-485
(CHARLOTTE WATER JOB#292-02-672 / << AKA CHARLOTTE OUTER LOOP
FILs80'59'53"W _ I PUBLIC R/W WIDTH VARIES
/ 237ss'� _ — NC DOT PROJECT# 6.679002B & 8.U671619
N/F / / MH#1 \ N78°31'0911W `
BOOK 3 PAGE 141, DB 12782 PG 829
�1DB
AX# 139-361-02 � 153.16' r I I
ASTER III, LLC r y �I- MH#2 I�
DB 27829 PG 452 W �we� —�" l
�y 7 --
EXIST. 40' CHARLOTTE WATER I I
_ �-/ SANITARY SEWER ESMT. I I
_ DEEDS 17595 & 17329-250
ani \ I
N71°09'49"W I I
— �
494.68I
i---------- ---
' I
---------
IEXIST. 12" SANITARY SEWER TRUNK LINE (TYP.)
CHARLOTTE WATER PROJECT
(JOB #100-05-587 FILE 433-3)
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NO
803-802-2440(SC)
www.espassociates.com
0
Know whafs below.
Call before you dig.
Do NOT Rely on This Document
D
R A
F T
III Do NOT Rely on This Document
GRAPHIC SCALE
60' 0 30' 60' 120'
( IN FEET )
1 inch = 60 ft.
240'
Oo
L N
W M
Z�
Zo
W
az
00
�a
Ir(D
00
Z Z
INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
SHEET NO. 2 PERMIT SHEET GENERAL NOTES
SHEET NO. 3 SANITARY SEWER TRUNK LINE (EX. MH-MH#3)
N/F
TAX# 139-361-99
JS HELMS FAMILY
PROPERTIES, LLC
DB 27309 PG 807
MH#3 i
�
N/F
I TAX# 139-021-33
EXIST. 9'x6' TWIN \ JAMES R. LEE &
CONCRETE BOX CULVERT I LINDA F. LEE
\ DB 5741 PG 825
1
ENCROACHMENT AND PERMIT SUMMARY
PETROLEUM
—�
PERMIT REQUIRED
N/F
I
\
DATE FEES WERE
PAID
COLONIAL PIPELINE
SIZE LENGTH
12" 886 L.F.
TAX# 139-361-02
PIEDMONT NATURAL OAS
TOTAL NO. OF MANHOLES: 3
—
PROJECT NAME: CADENCE MINT HILL
DB ASTER III, LLC
DB 27829 PG 452
I
1 \�
/
DATE OF ACTIVATION:
DATE AS BUILT: BY:
i /
7T\
I\
I
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
�
CDOT
1 I
/
NCDOT
YES
I
I
/
\
I
I
TOWN OF DAVIDSON
N/F
1
I I
TOWN OF HUNTERSVILLE
TAX# 139-364-07
I
I
/
\
N/F
\ 10641 TRESS LANE HILL
\
I
/
/
TAX# 139-364-06
TOWN OF PINEVILLE
N/F
10637 TRESS
\
/
N/F
FEES REQUIRED
DATE PERMIT
OBTAINED
TAX# 139-364-05
LANE HILL
\
TAX# 139-364-08
10631 TRESS
/
10647 TRESS LANE HILL
N/F
\ LANE HILL
\
TAX# 139-364-04
1
\ 10625 TRESS
'
LANE HILL
\
/
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NO
803-802-2440(SC)
www.espassociates.com
0
Know whafs below.
Call before you dig.
Do NOT Rely on This Document
D
R A
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III Do NOT Rely on This Document
GRAPHIC SCALE
60' 0 30' 60' 120'
( IN FEET )
1 inch = 60 ft.
240'
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INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
SHEET NO. 2 PERMIT SHEET GENERAL NOTES
SHEET NO. 3 SANITARY SEWER TRUNK LINE (EX. MH-MH#3)
N/F
TAX# 139-361-99
JS HELMS FAMILY
PROPERTIES, LLC
DB 27309 PG 807
MH#3 i
�
N/F
I TAX# 139-021-33
EXIST. 9'x6' TWIN \ JAMES R. LEE &
CONCRETE BOX CULVERT I LINDA F. LEE
\ DB 5741 PG 825
1
ENCROACHMENT AND PERMIT SUMMARY
PETROLEUM
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
COLONIAL PIPELINE
SIZE LENGTH
12" 886 L.F.
PIEDMONT NATURAL OAS
TOTAL NO. OF MANHOLES: 3
TOTAL NO. LOTS SERVED: 0
PROJECT NAME: CADENCE MINT HILL
SCALE 1"=60'
PLANTATION PIPELINE
JOB NO:
DATE OF ACTIVATION:
DATE AS BUILT: BY:
ROADS
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
CDOT
NCDOT
YES
YES
TOWN OF CORNELIUS
TOWN OF DAVIDSON
TOWN OF HUNTERSVILLE
TOWN OF MATTHEWS
TOWN OF MINT HILL
TOWN OF PINEVILLE
RAILROADS
NAME OF ENTITY
PERMIT REQUIRED
FEES REQUIRED
DATE PERMIT
OBTAINED
DATE FEES WERE
PAID
CSX
NORFOLK SOUTHERN
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE WWW.CHARLOTTEWATER.ORG
MUNICIPALITY: TOWN OF MINT HILL, NC
APPROVAL SEAL
��IIIl111t+t1 ,.�'ti411L1it1j1
0388 0 I 4074: -
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N. C. P. E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SIZE LENGTH
12" 886 L.F.
TOTAL NO. OF MANHOLES: 3
TOTAL NO. LOTS SERVED: 0
PROJECT NAME: CADENCE MINT HILL
SCALE 1"=60'
JOB NO:
DATE OF ACTIVATION:
DATE AS BUILT: BY:
A CITY OF CHARLOTTE DEPARTMENT

APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME SANITARY SEWER TRUNK LINE TO SERVE CADENCE MINT HILL CREEK BASIN CLEAR CREEK
CLTWater PROJECT NO.:
PROJECTTYPE: ®NEW CONSTRUCTION ❑RELOCATION F] MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0 GALLONS PER DAY BASED
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X 0 HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X N/A UNITS OR IS BASED ON
N/A
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
® McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
COMMERCIAL % OTHER
ORIGIN OF WASTEWATER ® SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
N/A
IF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
N/A
IFA PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? [-]YES ❑ NO ® N/A
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ® YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM 206-575
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 12"
HAS ENGINEER DETERMINED THAT INC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? X❑ YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
ESP ASSOCIATES, INC.
P.O. BOX 7030
CHARLOTTE, NORTH CAROLINA 28241
TELEPHONE 803 - 802 - 2440
PROFESSIONAL ENGINEER'S CERTIFICATION: SANITARY SEWER TRUNK LINE
I, MATTHEW R. REIKING, P.E. ATTESTTHATTHIS APPLICATION FOR TO SERVE CADENCE MINT HILL
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OFTHESE MATERIALS UNDER MY
SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
■��111111� Ll�■./d / .��11{llLrlRl1f311t.
Lf•• /i17
SE NO.:
F0-ftI, 4�� -.1 -
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
ISSUED
KERI B. CANTRELL, PHD, P.E., CHIEF ENGINEER
CHARLOTTE WATER GENERAL NOTES:
1. NO PUBLIC WATER OR PUBLIC SANITARY SEWER MAIN CONSTRUCTION MAY TAKE PLACE ON
THIS PROJECT UNTIL THE UTILITY CONTRACTOR HAS REQUESTED, SCHEDULED, AND
ATTENDED A PRE -CONSTRUCTION CONFERENCE WITH THE CHARLOTTE WATER
CONSTRUCTION INSPECTOR ASSIGNED TO THE PROJECT. ANY WORK PERFORMED PRIOR TO
THE PRE -CONSTRUCTION CONFERENCE SHALL NOT BE ACCEPTED BY CHARLOTTE WATER
AND SHALL BE REMOVED AND REPLACED WITH NEW MATERIALS.
2. APPROVAL FOR BACKFLOW PREVENTION REQUIREMENTS IS NOT PART OF THIS REVIEW.
BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S
CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION FOR BUILDING
PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT
http://charlottenc.gov/Water/Pages/BackflowConstructionGuidelines.aspx. PLEASE CONTACT MARK
KROUSE AT 704-432-5800 FOR MORE INFORMATION.
3. ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE
A RESUBMITTAL TO BACKFLOW FOR REVIEW.
4. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER
STANDARDS AND SPECIFICATIONS PER WEBSITE AT WWW.CHARLOTTEWATER.ORG.
5. ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE REQUIRED TO OWN A
COPY OF THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
6. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CALL NC811 AT 1-800-632-4949 OR 811 FOR UTILITY LOCATING SERVICES 72
HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
7. IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM NATURAL GAS MAINS, THE CONTRACTOR
SHALL INFORM PIEDMONT NATURAL GAS COMPANY AT [phone].
8. SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO
RELOCATION DUE TO FIELD CONDITIONS.
9. SANITARY SEWER LATERALS ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN FIVE (5)
FEET WHERE PRACTICAL AT THE PROPERTY LINE UNLESS INDICATED ON THE PLANS TO BE
INSTALLED AT "MINIMUM SLOPE".
10. MINIMUM COVER OF 36" FOR WATER MAINS.
HE
12.
DUCTILE IRON PIPE (RED BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER &
SANITARY SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET:
• WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE).
• 18" VERTICAL FOR WATER LINE INSTALLED ABOVE SEWER LINE.
• 10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE (OR 18"
VERTICAL SEPARATION IN SEPARATE DITCHES).
• FOR WATER LINES 12" CLEARANCE WITH STORM DRAINS, GAS MAINS, TELEPHONE
DUCTS, AND UNDERGROUND CABLES.
RECORDED PLATS ARE REQUIRED FOR ACTIVATION OF WATER MAINS, EASEMENTS ARE NOT
ACCEPTABLE.
13. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12 -GAUGE
TRACER WIRE, 30 MILS BLUE HDPE INSULATION. CONDUCTIVITY TEST REQUIRED DURING
FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
14. ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12 -GAUGE
TRACER WIRE, 30 MILS GREEN HDPE INSULATION. CONDUCTIVITY TEST REQUIRED DURING
FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
15. COMPLETE TRENCH BACKFILL SHALL BE IN PLACE 30 CALENDAR DAYS PRIOR TO
SCHEDULING PVC PIPE MANDREL TESTING.
16. CURB AND GUTTER SHALL BE CONSTRUCTED PRIOR TO WATER MAIN INSTALLATION.
17. SEPARATE PLAN SUBMITTAL REQUIRED TO BACKFLOW PREVENTION FOR REVIEW/
APPROVAL PERTAINING TO ANY APPLICABLE BACKFLOW DEVICES.
18. WATER MAIN EXTENSIONS WITHOUT SERVICES SHALL INCLUDE AIR RELEASE AT ALL HIGH
POINTS IN WATER MAINS OR EVERY 1000 LF.
19. EXISTING MANHOLES MAY HAVE TO BE REPAIRED OR REPLACED, DEPENDING ON THE
CONDITION, AS DETERMINED BY THE CHARLOTTE WATER INSPECTOR.
20. ALL VALVE ASSEMBLIES SHALL BE COMPLETELY OUTSIDE OF ADA HANDICAP RAMPS. FIRE
HYDRANTS SHALL BE COMPLETELY OUTSIDE SIDEWALKS AND RAMPS.
21. NET 15' WATER MAIN EASEMENT REQUIRED UNLESS APPROVED BY ENGINEER.
22. ANY NEW METERS OR IRRIGATION METERS INSTALLED/RELOCATED AFTER THE BACTERIAL
AND PRESSURE TEST SHALL REQUIRE ADDITIONAL BACTERIAL TEST. A CLTWATER
INSPECTOR SHALL WITNESS THE TAP UNCOVERED UNDER STATIC CONDITIONS TO VERIFY IF
LEAKS ARE PRESENT.
Do NOT Rely on This Document
D
R A
F T
Do NOT Rely on This Document
SANITARY SEWER NOTES:
1. ALL MANHOLE FRAME AND COVERS TO BE CHARLOTTE WATER TYPE A-1 UNLESS
OTHERWISE SPECIFIED
2. ALL 4" LATERALS SHALL MATCH CROWNS AT MANHOLE CONNECTION UNLESS OTHERWISE
SPECIFIED.
3. CONTRACTOR TO FIELD VERIFY, HORIZONTAL AND VERTICAL, ALL UNDERGROUND
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND CONTACT THE
APPROPRIATE UTILITY COMPANIES 48 HOURS PRIOR TO CONSTRUCTION WITHIN THE TAP
AREAS.
5. ALL SANITARY SEWER LATERAL CLEANOUTS TO BE PLACED V OUTSIDE BACK OF SIDEWALK
WHEN BACK OF SIDEWALK IS AT PUBLIC RIGHTS-OF-WAY. OTHERWISE PLACE CLEANOUT 1'
OUTSIDE PUBLIC RIGHTS-OF-WAY.
6. DUCTILE IRON PIPE TO BE USED FROM LATERAL CLEANOUT TO SANITARY SEWER MAIN
WHEN LATERAL IS UNDER STORM SEWER WITH LESS THAN 24" CLEARANCE.
7. ALL FILL SHALL CONSIST OF ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GC, GM,
SC, SM SW, SP, ML, AND CL OR A COMBINATION OF THESE GROUPS; HAVING A STANDARD
PROCTOR MAXIMUM DRY DENSITY OF AT LEAST 100 PCF, A PLASTICITY INDEX (PI) OF LESS
THAN 25%, AN ORGANICS CONTENT OF LESS THAN 3% BY WEIGHT, AND FREE OF ROCK OR
GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS,
VEGETATION, AND OTHER DELETERIOUS MATTER.
8. ALL FILL SHALL BE PLACED IN MAXIMUM 8 -INCH LIFTS AND COMPACTED. ALL FILL WITHIN
LIMITS OF ROADWAY AND SEWER TRENCH SHALL BE COMPACTED TO 100% OF MAXIMUM
STANDARD PROCTOR DENSITY WITHIN THE TOP 12 INCHES AND A MINIMUM 95% OF
MAXIMUM STANDARD PROCTOR DENSITY BELOW 12 -INCH DEPTH. MAXIMUM STANDARD
PROCTOR DENSITIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D 698.
DEVELOPER SHALL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING
TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING. TESTING AGENCY
SHALL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D2922 AND ASTM
D2937, AS APPLICABLE, TEST SHALL BE PERFORMED AT EACH COMPACTED BACKFILL
LAYER AT A RATE OF NOT LESS THAN ONE TEST FOR EACH 2500 SF OF FILL AREA OR ONE
TEST PER EACH 100 LF OF TRENCH LENGTH.
9. THE TEMPORARY BENCHMARK IS THE TOP NORTHEAST CORNER OF A HEADWALL
LOCATED ON THE WESTERN RIGHT-OF-WAY OF INTERSTATE -485 (SOUTHBOUND). TBM =
646.05'
ESP Associates, Inc.
P.O. Box 7030
Charlotte, NC 28241
3475 Lakemont Blvd.
Fort Mill, SC 29708
704-583-4949 (NO
803-802-2440 (SO
www.espassociates.com
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE WWW. CHAR LOTTEWATER.ORG
A CITY OF CHARLOTTE DEPARTMENT

670
650
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PROPERTY 6 6
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EXIST. 8" SANITARY SEWER 11120 SORREL RIDGE / SEWER ESMT. PER MB/SEXIST. SILT\NC(CHARLOTTE WATER PROJECTDRIVE 49PG 169 / (TYP.)
(JOB #100-05-587 FILE 433-3)msEXIST. TOP
N/F X��X BANK (TYP.)
EXIST. 40' CHARLOTTE WATER TAX# 139-362-63 PROP. MH#1
SANITARY SEWER ESMT. 11124 SORREL RIDGE DRIVE TYPE B-1 F&C
DEEDS 17595 & 17329-250 \ !/ STA.2+37.96
EXIST. 12" FORCE MAIN (CHARLOTTE
EXIST. 12" SANITARY SEWER N/F WATER JOB# 292-02-672
TRUNK LINE (TYP.) TAX# / FILE 433-2)
CHARLOTTE WATER PROJECT 1399-361-02
(JOB #100-05-587 DB ASTER III,
FILE 433-3) -LLC
DB 27829
EXIST. PROPERTY
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NC DOT PROJECT# 6.679002B & 8.U671619
BOOK 3 PAGE 141, DB 12782 PG 829
EXIST. WETLAND
ESP Associates, Inc.
PROP. MH#2
P.O. Box 7030
—TYPE B-1 F&C
Charlotte, NC 28241
STA. 3+91.12
3475 Lakemont Blvd.
Know what's below.
Call before you dig.
EXIST. EDGE OF
PROP. 35'X 15'X 8.5'D
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EXIST. 12" FORCE MAIN (CHARLOTTE
EXIST. 12" SANITARY SEWER N/F WATER JOB# 292-02-672
TRUNK LINE (TYP.) TAX# / FILE 433-2)
CHARLOTTE WATER PROJECT 1399-361-02
(JOB #100-05-587 DB ASTER III,
FILE 433-3) -LLC
DB 27829
EXIST. PROPERTY
BOUNDARY
(TYP.)
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/(NCT
GHT-OF-WAY
ONTROLLED ACCESS)INTERSTATE I-485
T FENCE AKA CHARLOTTE OUTER LOOP
(TYP.) PUBLIC R/W WIDTH VARIES
NC DOT PROJECT# 6.679002B & 8.U671619
BOOK 3 PAGE 141, DB 12782 PG 829
EXIST. WETLAND
ESP Associates, Inc.
PROP. MH#2
P.O. Box 7030
—TYPE B-1 F&C
Charlotte, NC 28241
STA. 3+91.12
3475 Lakemont Blvd.
Know what's below.
Call before you dig.
EXIST. EDGE OF
PROP. 35'X 15'X 8.5'D
I PAVEMENT
BORE PIT
1"=4'
130' EOP
50' S.W.I.M.
Date
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PROP. 435 LF - 24" STEEL ENCASEMENT PIPE I
(t=0.250") INSTALLED BY JACK AND BORE METHOD X
(3 CASING SPACERS PER PIPE SEGMENT)
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DEEDS 1755 & 17329-250
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W2 -Wetland Crossing 6*00
EXIST. SILT FENCE /
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-installation of open trench sewerline
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EXIST. TOP OF
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EXIST. 20' STREAMSIDE
EXIST. 1 00YEAR ZONE I
FLOOD ELEVATION EXIST. 20' MANAGED +
TAX# 139-361-02 USE ZONE
DB ASTER III, LLC
DB 27829 GP 452 EXIST. 10' UPLAND
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PROP. 10'X 20'X 10.5'D
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150' EOP
PROP. MH#3
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FUTURE FLOOD FRINGE
No. I Date I By
EXIST. 50' S.W.I.M.
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-EXIST. 20' STREAMSID
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EXIST. TOP OF
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EXIST. 50' S.W.I.M
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GRAPHIC SCALE
40' 0 20' 40' 80' 160'
( IN FEET )
1 inch = 40 ft.
GRAPHIC SCALE
4' 0 2' 4' 8' 16
( IN FEET )
VERTICAL SCALE
1 inch = 4 ft.
E >illtli!?►r � �+,'t>lllnlr! 1!
'5E NO.:
03 To FOR1407
U �� O
rr li
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE AT WWW.CHARLOTTEWATER.ORG
CHARLOTTE CHARLOTTE WAT E R
W6TER CHARLOTTE, NORTH CAROLINA
ESP Associates, Inc.
Job No.
P.O. Box 7030
Scales
Charlotte, NC 28241
PLAN
3475 Lakemont Blvd.
Know what's below.
Call before you dig.
Fort Mill, SC 29708
704-583-4949(NC)
803-802-2440 (SC)
www.espassociates.com
GRAPHIC SCALE
40' 0 20' 40' 80' 160'
( IN FEET )
1 inch = 40 ft.
GRAPHIC SCALE
4' 0 2' 4' 8' 16
( IN FEET )
VERTICAL SCALE
1 inch = 4 ft.
E >illtli!?►r � �+,'t>lllnlr! 1!
'5E NO.:
03 To FOR1407
U �� O
rr li
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS
PER WEBSITE AT WWW.CHARLOTTEWATER.ORG
CHARLOTTE CHARLOTTE WAT E R
W6TER CHARLOTTE, NORTH CAROLINA
SANITARY SEWER TRUNK LINE TO
SERVE: CADENCE MINT HILL
SANITARY SEWER TRUNK LINE
(EX. M H#10 - M H#3)
KK MRR
Sheet Of
05/10/2018 3 3
Revision Surveyed By Designed By Drawn By Project—Eng- Approved By Date
A CITY OF CHARLOTTE DEPARTMENT
TBD
Job No.
File No.
Scales
PLAN
V=40'
PROFILE
H o r.
V=40'
Vert.
1"=4'
Date
As Built
ESP
KK
SANITARY SEWER TRUNK LINE TO
SERVE: CADENCE MINT HILL
SANITARY SEWER TRUNK LINE
(EX. M H#10 - M H#3)
KK MRR
Sheet Of
05/10/2018 3 3
Revision Surveyed By Designed By Drawn By Project—Eng- Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 7
Development Plan Sketch
June 22, 2018
CWS Project No. 2018-0433

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Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 8
PCN Figures 1-7
June 22, 2018
CWS Project No. 2018-0433

ExtentState Location W (�
Kentucky ��rr
Y Virginia/ US
24
Tennessee -
_ t
North-Garolina
9L
a�1g � r�e Y bra nch
South Carolina P
Georgia =-
/f Rocky
2d— ii Rive Hig hr Cad re u s
t of
b
3 =
4
O
r 0
� A �
s
� a-
e"lf 51
ry �d
a i
i
f
r
v �drr6 f �
.in% � Mint Hill �m,y � a
a �
ry
Legend
� o Project Limits (4 ac.)
a�
0
5,000 2,500 0 5,000 Feet
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2017. s%
SCALE: DATE: FIGURE NO.
1 inch = 5,000 feet 6/28/2018 Vicinity Map
CWS PROJECT NO: DRAWN BY: 1
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: C A R 17 L I N A Mecklenburg, Mint Hill, North Carolina
35.195545, -80.628227 CAG WETLAND SERVICES, NWP 12 7
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigurel_Vicinity.mxd

i
•'h:
I
41)
i
rT
a
U Legend
Project Limits (4 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MINT HILL, NC (2017). -
SCALE:DATE: FIGURE NO.
1 inch = 2,000 feet 6/28/2018 USGS Topographic Map
CWS PROJECT NO: DRAWN BY: 2
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETL.ANI) 5ERVICES NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure2_USGS.mxd

ok
,1K • ti �
A:
:F 0 baa^
lop
F.
Old
Wak
W
1
f a -T� Legend
p,� Project Limits (4 ac.)
• Roads
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, ACCESSED 2017. 5500 2550 0 500 Feet
BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017.
SCALE: DATE: FIGURE NO.
1 inch = 500 feet 6/28/2018 Aerial Imagery
CWS PROJECT NO: DRAWN BY: 3
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETLAND SFRVICF5 NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SewerLineFigure3_Aerial.mxd

CeD2 CeB2
HeB
i
�S H
HeB O`
DaB
�r o
a �
d F�
CeB2 Raven Top pr
Early Bird Wy
He MeB
ess
r
OM C
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CeD2
MO
S�
o�'gd
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PaE
So
CeB2 EnB
id
>100 CeD2
c
CeB2
00
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CeD2 U)
Project Limits (4 ac.)
Soil Unit Name and Description Hydric Coverage (%)
CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 0.30
CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No 51.10 0 Roads
MO Monacan loam, 0 to 2 percent slopes, frequently flooded No 48.60 v
tal Coverage 100.
500 250 0 500 Feet
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2013.
Tee Sisters Ln
SCALE: DATE: USDA-NRCS Current Soil Survey FIGURE NO.
1 inch = 500 feet 6/28/2018 Y
CWS PROJECT NO: DRAWN BY: of Mecklenburg County /� T
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAR O Ll NA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETLAND SERVICES NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence SiteV017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SewerLineFigure4_CurrentSoiI.mxd

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CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 0.30 Hill `�— eB
CeD2 Cecilsandyclay loam, 8to15per centslopes,moderatelyeroded No 51.10 I: Ne^ NIJ Project Limits (4 ac.)Md
MO Monacan loam, 0 to 2 percent slopes, frequently flooded No 48.60
e 100.0 :eD 2,000 1,000 0 2,000 F
E:T
REFERENCE USDA-NRCS HISTORIC SOIL SURVEY OF MECKLENBURG COUNTY, INC,NCSHEETS 8, and 9, DATED 1976.
SCALE: 1 inch = 2,000 feet 6/28/2018 Y DATE: USDA-NRCS Historic Soil Survey FIGURE NO -
CWS C
CWS PROJECT NO: DRAWN BY: of Mecklenburg County
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAR O Ll NA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETLAND SERVICES NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SewerLineFigure5_HistoricSoil.mxd
EDB
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• Soil Unit Name and Description Hydric Coverage
CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 0.30 Hill `�— eB
CeD2 Cecilsandyclay loam, 8to15per centslopes,moderatelyeroded No 51.10 I: Ne^ NIJ Project Limits (4 ac.)Md
MO Monacan loam, 0 to 2 percent slopes, frequently flooded No 48.60
e 100.0 :eD 2,000 1,000 0 2,000 F
E:T
REFERENCE USDA-NRCS HISTORIC SOIL SURVEY OF MECKLENBURG COUNTY, INC,NCSHEETS 8, and 9, DATED 1976.
SCALE: 1 inch = 2,000 feet 6/28/2018 Y DATE: USDA-NRCS Historic Soil Survey FIGURE NO -
CWS C
CWS PROJECT NO: DRAWN BY: of Mecklenburg County
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAR O Ll NA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETLAND SERVICES NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SewerLineFigure5_HistoricSoil.mxd

I�
a
<'�
C
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017.
BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017.
Tress
C
J
c
J
a)
N
O
O
C
U)
Legend
Project Limits (4 ac.)
Roads
National Wetland Inventory
- Freshwater Forested/Shrub Wetland
Freshwater Pond
1,000 500 0 1,000 Feet
SCALE:DATE: FIGURE NO.
1 inch = 1,000 feet 6/28/2018 National Wetland Inventory
CWS PROJECT NO: DRAWN BY: 6
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 7
35.195545, -80.628227 CAG WETLAND SERVICES NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SewerLineFigure6_NWl.mxd

r1 �:
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A
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Z
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- - - - Intermittent Stream ODP Data Point
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LO
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U
FEMA Existing 1 00y Floodplain
I200
100 0
200 Feet
SCALE:
1 inch = 200 feet
DATE:
6/28/2018
Jurisdictional Boundaries
FIGURE NO.
7
CWS PROJECT NO:
DRAWN BY:
Cadence Mint Hill Sewer Extension
Mecklenburg, Mint Hill, North Carolina
2017-0433
DJZ
CAROLINA
Of
7
COORDINATES:
CHECKED BY:
35.195545, -80.628227
CAG
WETLAN❑ SERVICES
NWP 12
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure7_JD.mxd

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 9
PJD Figures 1-8
June 22, 2018
CWS Project No. 2018-0433

ExtentState Location W (�
Kentucky ��rr
Y Virginia/ US
24
Tennessee -
_ t
North-Garolina
9L
a�1g � r�e Y bra nch
South Carolina P
Georgia =-
/f Rocky
2d— ii Rive Hig hr Cad re u s
t of
b
3 =
4
O
r 0
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s
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ry �d
a i
i
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r
r
r
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y der` r �
.in% � Mint Hill �m,y � a
a �
y
Legend
� o Project Limits (129.4 ac.)
a�
0
5,000 2,500 0 5,000 Feet
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2017. s%
SCALE: DATE: FIGURE NO.
1 inch = 5,000 feet 6/28/2018 Vicinity Map
CWS PROJECT NO: DRAWN BY: 1
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: C,,, A R 17 L I N A Mecklenburg, Mint Hill, North Carolina 8
35.195545, -80.628227 CAG WETLAND SERVICES. preliminary Jurisdictional Determination
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigurel_Vicinity.mxd

1 l to I \�
-
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r
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Legend
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' C
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MINT HILL, NC (2017). lW�
SCALE: DATE: FIGURE NO.
1 inch = 2,000 feet 6/28/2018 USGS Topographic Map
CWS PROJECT NO: DRAWN BY: 2
2017-0433 DJZ Cadence Mint Hill Sewer Extension of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 8
35.195545, -80.628227 CAG WETLAND SERVICES preliminary Jurisdictional Determination
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure2_USGS.mxd

�
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3i4 pl Project Limits (129.4 ac)
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aEFERENCE.USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MINT HILL, NC (2017). ou •
SCALE:DATE: FIGURE NO.
1 inch = 2,000 feet 6/28/2018 Historic USGS Topographic Map
CWS PROJECT NO: DRAWN BY: 3
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina
35.195545, -80.628227 CAG WETLANI3 SERVICES Preliminary Jurisdictional Determination
G:\MyDrive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)W cGIS\SewerLineFigure2_USGS.mxd

-71 op
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-oft(0
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Fairview Rd

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° Co Project Limits (129.4 ac.)
me an
CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 0.30 Roads
CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No 51.10
MO Monacan loam, 0 to 2 percent slopes, frequently flooded No 48.60
1,000 500 0 1,000 Feet
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2013.
eD HeB
SCALE: 1 inch = 1,000 feet DATE: 6/28/2018 USDA-NRCS Current Soil Survey FIGURE NO.
CWS PROJECT NO: DRAWN BY: of Mecklenburg County 5
2017-0433 DJZ Cadence Mint Hill Sewer Extension of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 8
35.195545, -80.628227 CAG WETLAND SERVICES preliminary Jurisdictional Determination
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure4_CurrentSoil.mxd

t
IN
Old Gold Pine Ct
WE
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017.
BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017.
Bird Wy
E
J
E
Legend
Project Limits (129.4 ac.)
Roads
National Wetland Inventory
- Freshwater Forested/Shrub Wetland
Freshwater Pond
1,000 500 0 1,000 Feet
SCALE: DATE: FIGURE NO.
1 inch = 1,000 feet 6/29/2018 National Wetland Inventory
CWS PROJECT NO: DRAWN BY: 7
2017-0433 DJZ Cadence Mint Hill Sewer Extension of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 8
35.195545, -80.628227 CAG WETLAND SERVICES preliminary Jurisdictional Determination
G:\My Drive\2017\2017 Consulfing\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure6_NWl.mxd

C:\Users\erinbradshaw\Google Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433.01 Cadence Mint Hill\JD\ArcGIS\Figure8_JD11x17.mxd

\
1
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co
\1'1
Legend
Z Project Limits (4 ac.) Roads
/ Clear Creek Parcels
- - - Intermittent Stream *DP Data Point
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LO
Herbaceous Wetland • scP Stream Classification Point
FEMA Existing 1 00y Floodplain
/� 200 100 0 200 Feet
' \ !:
SCALE: DATE: FIGURE NO.
1 inch = 200 feet 6/28/2018 Jurisdictional Boundaries
CWS PROJECT NO: DRAWN BY: 8a
2017-0433 DJZ Cadence Mint Hill Sewer Extension Of
COORDINATES: CHECKED BY: CAROLINA Mecklenburg, Mint Hill, North Carolina 8
35.195545, -80.628227 CAG WETLAND SERVICES Preliminary Jurisdictional Determination
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)WrcGIS\SewerLineFigure7_JD.mxd

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 10
PETS Report
June 22, 2018
CWS Project No. 2018-0433

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
December 12, 2017
James Mathieson
Mattamy Homes
2127 Ayrsley Town Blvd., Suite 201
Charlotte, NC 28273
Subject: Protected Species Habitat Assessment Report
Cadence Site
Mint Hill, North Carolina
CWS Project No. 2017-0433
Dear Mr. Mathieson,
Mattamy Homes has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected
species habitat assessment for the Cadence Site. The Cadence Site (Mecklenburg County Tax
Parcel No.13936199, 13906101, 13901402, and 13901401. 13936102 [partial parcel]) is
approximately 129.4 acres in extent and is located northeast of the Fairview Road and Jefferson
Colony Road intersection, west of 1-485 in Mint Hill, North Carolina (Figure 1).
Methods
In -office Desktop Review
To determine which protected species are listed as occurring or potentially occurring within the
project vicinity and prior to conducting the on-site field investigation, CWS consulted the United
States Fish and Wildlife Service's (USFWS) Endangered and Threatened Species and Species
of Concern by County for North Carolina online database for Mecklenburg County'. In addition,
CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP)
Data Explorer on December 12, 2017 to determine if any record occurrences of federally -listed,
candidate endangered, threatened species, or critical habitat are located within the project
limits.
Typical habitat requirements for listed species was discerned from multiple USFWS' and
NCNHP' online resources, including, but not limited to, specific USFWS species profiles,
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
United States Fish and Wildlife Service, Raleigh Field Office. Accessed November 16, 2017. Endangered and Threatened
Species and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/cntylist/meeklenburg.html
Z North Carolina Natural Heritage Data Explorer. Accessed November 13, 2017. https://ncnhde.natureserve.org/.
3 U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. http://www.fws.gov/nces/es/plant_Survey.html. Accessed November 22, 2017.
° Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylist/nc_counties.html
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 8

Cadence Site
Protected Species Assessment Report
December 12, 2017
CWS Project No. 2017-0433
Cabarrus County' and aerial imagery were also reviewed for potential habitat communities of
listed species within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists Daniel Roberts, Project Scientist, and Dan Zurlo, Staff Scientist II, conducted a
pedestrian habitat assessment of the project area on November 30, 2017. Potential habitat for
potentially occurring federally -protected species that was identified during the desktop review
was assessed in the field for the quality of physical and/or biological features essential to the
conservation of the applicable species. Additionally, during the pedestrian habitat assessment,
areas were reviewed for applicable federally protected species; however, formal surveys were
not conducted. Identification references for natural communities include Schafale and
Weakley's Third Approximation for Natural Communities of North Carolina (1990)6 and Weakley
(2015)' for plant species.
Results
Based on the NCNHP data explorer review, there are no current records of federally -protected
species within the project limits or within a mile of the project limits (Attachment A). The
USFWS lists seven federally protected species for Mecklenburg County (Table 1). An official
species list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Cadence Site, Mint Hill, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Plant
Echinacea
Smooth coneflower
E
Current
laevigata
Helianthus
Schweinitz's
Plant
schweinitzii
Sunflower
E
Current
Plant
Rhus michauxii
Michaux's sumac
E
Current
Animal
Lasmigona
Carolina Heelsplitter
E
Current
decorata
Animal
Bombus affinis
rusty -patched
E
Historic
bumblebee
Animal
Haliaeetus
Bald eagle
BGPA
Current
leucocephalus
Animal
Myotis
Northern -Long -Eared
T
Probable/Potential
septentrionalis
Bat
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
Three terrestrial community types were identified within the project area during the field survey.
These community types consist of mixed deciduous -coniferous forests, maintained shrubland,
and an underground utility right-of-way (Figure 3). Of the identified on-site community types, the
maintained shrubland and mixed deciduous -coniferous forests are considered potential habitat
United States Department of Agriculture, 2017. Web Soil Survey of Cabarrus County, North Carolina. Accessed 11/14/17.
Source: https://websoilsurvey.nres.usda.gov/app/HomePage.htm
Schafale, M.P., and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation.
http://ww.namethatplant.net/PDFs/class.pdf.
Weakley, A.S. 2015. Flora of the Southern and Mid -Atlantic States. http://www.herbarium.unc.edu/flora.htm.
Page 2 of 8

Cadence Site
Protected Species Assessment Report
December 12, 2017
CWS Project No. 2017-0433
for federally threatened or endangered species that could potentially occur within the project
limits. A brief description of each species habitat requirements and determination of effect
findings are listed below by species.
Smooth purple coneflower (Echinacea laevigata)
Habitat Description:
Smooth purple coneflower is a tall, perennial herbaceous plant found in areas with
abundant sunlight where competition in the herbaceous layer is minimal. It has been
federally listed as Endangered under the ESA since 1992.$ Typical habitat for this plant
includes meadows, open woodlands, the ecotonal regions between meadows and
woodlands, cedar barrens, dry limestone bluffs, clear cuts, and roadside and utility
rights-of-way. In North Carolina, the species normally grows in magnesium- and calcium -
rich soils associated with gabbro and diabase parent material, and typically occurs in
Iredell, Misenheimer, and Picture soil series. It grows best where there is abundant
sunlight, little competition in the herbaceous layer, and periodic disturbances (e.g.,
regular fire regime, well-timed mowing, careful clearing) that prevents encroachment of
shade -producing woody shrubs and trees. On sites where woody succession is held in
check, it is characterized by a number of species with prairie affinities.
Biological Analysis:
CWS's field investigations revealed potential habitat for this species within the project
area in the form of open woods. Although proper landuse and landcover are present,
these areas lack the proper rare soils, and are not considered suitable habitat.
Furthermore, no known population records of the species occur within one mile of the
project area and no individuals of smooth coneflower were observed during the habitat
assessment on November 30, 2017. The information obtained for this habitat
assessment has lead CWS to conclude that the proposed project will have no effect
on smooth purple coneflower.
Schweinitz's sunflower (Helianthus schweinitzii)
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
South Carolina. It has been listed as an Endangered species under the ESA since 1991.
9 The typical habitat for this plant includes roadsides, old pastures, transmission line
right-of-ways, open areas, either natural or human -maintained habitats, or edges of
upland woods. Major characteristics of soils associated with suitable Schweinitz's
sunflower habitat include thin soils, soils on upland interstream flats or gentle slopes,
soils that are clay like in both composition and texture (and often with substantial rock
fragments), soils that have a high shrinkage swell capacity, and those which vary over
the course of the year from very wet to very dry.
° United States Fish and Wildlife Services. 1992. Endangered and Threatened Wildlife and Plants; Echinacea laevigata (Smooth
Coneflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_register/fr2l4O.pdf.
s United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/fed era l_register/fr1852.pdf.
Page 3 of 8

Cadence Site December 12, 2017
Protected Species Assessment Report CWS Project No. 2017-0433
Biological Analysis:
Potential on site habitat for this species is limited to the maintained shrubland areas in
the southern portion of the property (Figure 3 and Photograph 2, attached). The desktop
review and field survey assessment determined that the maintained shrubland areas
have the proper soils, slopes, and occasional disturbances; however, succession of
woody vegetation and competition with non-native species (such as multi -flora rose
[Rosa multiflora]), reduces habitat suitability on the site. In addition, no individuals of
Schweinitz's sunflower or other Helianthus species were observed during the field
assessment on November 30, 2017. This survey was conducted outside the optimal
survey window of late August to October; however, plant remnants identifiable to genera
can often be seen after flowering (personal observation). Although potential habitat is
present, the competition from woody and other vegetation, absence of any Helianthus
species observed during the habitat assessment, and no known population records of
the species within one mile of the project area in the NHP database leads CWS to
conclude that the project is unlikely to have an effect on the Schweinitz's sunflower.
Michaux's sumac (Rhus michauxii)
Habitat Description:
Michaux's sumac is a rhizomatous shrub. It is densely hairy with compound leaves
exhibiting evenly -serrated leaflets. Flowers are small, greenish to white, in terminal
clusters. Fruits are red drupes produced from August to October. It has been listed as
an Endangered species under the Endangered Species Act (ESA) since 1989.10 It is
found on the coastal plains of Virginia to Florida, with most populations occurring in
North Carolina. It prefers sandy or rocky open woods with basic soils, as well as
highway right-of-ways, roadsides, or edges of artificially -maintained clearings.
Biological Analysis:
CWS's habitat assessment revealed proper landuse and landcover for this species
within the project area in the form of the maintained, open shrubland (Photograph 1,
Attachment B). However, on-site soils are acidic, which are not suitable for Michaux's
sumac. Although proper landuse and landcover are present, the lack of basic soils,
absence of known population records of the species occurring within one mile of the
project area, and no observations made of individuals of Michaux's sumac during the
habitat assessment on November 30, 2017 indicates the habitat is not suitable for the
species. The information obtained for this habitat assessment has lead CWS to
conclude that the proposed project will have no effect on Michaux's sumac.
Carolina heelsplitter (Lasmigona decorata)
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known in only the Goose Creek and Waxhaw Creek
watersheds in the Pee Dee and Catawba River systems respectively. The species exists
0 United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants; Determination of Endangered
Status for Rhus michauxii (Michaux's sumac). http://ecos.fws.gov/docs/federaI_register/fr1601.pdf.
Page 4 of 8

Cadence Site
Protected Species Assessment Report
December 12, 2017
CWS Project No. 2017-0433
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. Recently, the Carolina
heelsplitter has been found is in sections of streams containing bedrock with
perpendicular crevices filled with sand and gravel, and with wide riparian buffers."
Biological Analysis:
Based on this site visit on November 30, 2017, there is no potential habitat for the
Carolina heelsplitter. The on-site perennial streams are not part of either the Goose
Creek or Waxhaw Creek watersheds and have silted banks or do not exhibit the
requisite flow regime (Photographs 3 and 4, Attachment B). Additionally, no aquatic
mollusks were observed during the site visit. Therefore, this project will have no
effect on the Carolina heelsplitter.
Rusty Patched Bumble Bee (Bombus affinis)
The Rusty patched bumble bee was listed as Endangered under the ESA in January 201712.
Rusty patched bumble bees once occupied grasslands and tallgrass prairies of the Upper
Midwest and Northeast, but most grasslands and prairies have been lost, degraded, or
fragmented by conversion to other uses. According to USFWS guidance, "the rusty patched
bumble bee is likely to be present in scattered locations that cover only about 0.1 % of the
species' historical range. It is within these limited areas USFWS recommend that federal
agencies and others consider the need to consult with the Service on the potential effects of
their actions or the potential need for an incidental take permit under section 10(a)(1)(B). For
the remaining 99.9% of the historical range, USFWS advise agencies and others that this
bumble bee is not likely to be present and that consultations or incidental take coverage is not
necessary." According to USFWS' Rusty Patched Bumble Bee Interactive Map, Mecklenburg
County is not within the 0.1 % historical range as no high potential zones or low potential zones
are present within Mecklenburg County. Therefore, the proposed project will have no effect
on the rusty -patched bumble bee.
Bald eagle (Haliaeetus leucocephalus)
The Bald and Golden Eagle Protection Act,13 enacted in 1940, prohibits anyone, without a
permit issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the
bald eagle includes cliffs and forested areas near estuaries, large lakes, reservoirs, rivers,
seacoast, and as they become more abundant, stands of undisturbed forest. There are no large
water bodies within the project limits and the on-site forest is largely fragmented. Therefore, no
potential habitat for the bald eagle exists within the project area (Figure 3). Additionally, no bald
eagles or bald eagle nests were observed during the habitat assessment on November 30,
2017. Therefore, this project will have no effect on the bald eagle.
11 NCDOT TE Animal Habitat Descriptions. 2015.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides°/o20and%20Procedures/TE%2OAnimal%2OHabitat%20D
escriptions%20Mar_6_2015.pdf
12 United States Fish and Wildlife Services. https://www.fws.gov/midwest/endangered/insects/rpbb/index.html
13 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html
Page 5 of 8

Cadence Site
Protected Species Assessment Report
Northern long-eared bat (Myotis septentrionalis)
December 12, 2017
CWS Project No. 2017-0433
The northern long-eared bat (NLEB) is one of the species of bats most impacted by the
white -nose syndrome disease. Summer habitat (roosting habitat) of the NLEB includes forests
and woodlots containing live trees and/or dead snags greater than three inches at diameter
breast height with cavities or crevices. Winter habitat (hibernacula) of the NLEB includes caves,
mines, rocky areas, or structures that mimic similar conditions such as culverts greater than
48 -inch in diameter. 14 The NLEB was listed as Threatened (T) on April 2, 2015.
A Standard Local Operating Procedure for Endangered Species Act Compliance (SLOPES) was
established for NLEB between the USFWS Asheville and Raleigh Ecological Offices and the
United States Army Corps of Engineers (USACE), Wilmington District, on January 31, 2017.15
This SLOPES defines how the USACE will make determinations of effect to the NLEB on
projects in which the USACE is the lead federal agency. Alternative Local Procedure 2 (ALP 2)
applies for the Cadence site as the action area is within range of the NLEB,16 the action area is
located outside of a red 12 -digit HUC as defined by the Asheville Ecological Services Field
Office,17 and there is no pile driving, blasting or other percussive activities within 0.25 mile of a
red HUC boundary. Consulting on other listed species or critical habitat is required by the
USACE.
The final 4(d) rule exempts incidental take of NLEB associated with activities that occur greater
than 0.25 miles from a known hibernaculum site and greater than 150 feet from a known,
occupied maternity roost from June 1 -July 31. In accordance with ALP 2 and the final 4(d) rule
(effective as of February 16, 2016), any incidental take that may result from associated activities
is exempt under the 4(d) rule. Therefore, this project is exempt under the 4(d) rule.
Determinations
Based on the literature search and the results of the on-site assessment for suitable habitat of
federally -protected endangered and threatened species, it has been determined that no suitable
habitat is present within the project limits for any of the threatened or endangered species
described in this report. Additionally, no tree removal activities will occur within a 150 -foot
radius of a known, occupied NLEB maternity roost from June 1 -July 31 and no trees will be
removed within 0.25 miles of a known hibernaculum at any time of year; any incidental take on
NLEB that may result from associated activities is exempt under the 4(d) rule18. Biological
determinations for federally protected species are summarized in Table 2 (next page).
14 United States Fish and Wildlife Service. 2016. 4(d) Rule for the Northern Long -Eared Bat; Final rule.
https://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf
5 USACE http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps. pdf
s The U.S. Fish and Wildlife Service (USFWS) 2016. https://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf
17 The U.S. Fish and Wildlife Service (USFWS) 2016. Northern Long -Eared Bat.
18 http://www.fws.gov/asheville/htmis/project review/NLEB_in_WNC.html
Page 6 of 8

Cadence Site
Protected Species Assessment Report
December 12, 2017
CWS Project No. 2017-0433
Table 2. Biological Determinations Summary for Federally Protected Species
Scientific Name
Common Name
Federal
Status*
Habitat Present
Biological
Determination**
Echinacea laevigata
Smooth coneflower
E
No
No Effect
Helianthus schweinitzii
Schweinitz's Sunflower
E
Yes
No Effect
Rhus michauxii
Michaux's sumac
T
No
No Effect
Lasmigona decorata
Carolina Heelsplitter
T
No
No Effect
Bombus affinis
rusty -patched bumblebee
E
No
No Effect
Haliaeetus
leucocephalus
Bald eagle
BGPA
No
No Effect
Myotis septentrionalis
Northern -Long -Eared Bat
T
Yes
Exempt
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
** No Determination - Further surveying may be required.
Note: Biological determinations in this report assume that a federal action will be required in the form of a permit.
Should no federal action be required, the determinations of'no effect' and 'exempt' are equivalent to a finding of'no
take.' For any other determination an Incidental Take permit may be required.
Page 7 of 8

Cadence Site
Protected Species Assessment Report
December 12, 2017
CWS Project No. 2017-0433
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation is required to comply with Section 7 of the Endangered Species Act.
Should the lead federal agency's determination of effect differ from the findings of CWS, formal
or informal consultation with USFWS may be required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Gregg Antemann at 704-408-1683 or [e-mail] should you have
any questions or comments regarding this report.
Sincerely,
Christine A. Geist, PWS, CE Daniel Roberts
Principal Scientist Project Scientist
Attachments: Figure 1: USGS Topographic Map
Figure 2: Current USDA-NRCS Soil Map of Mecklenburg County
Figure 3: Aerial Imagery
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-4)
Page 8 of 8

` r t
3
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1 - -
.V
S
d.
- �f -
W _
--
t
F � -
raeavtp �J
+�
- r Legend
i'J'4OW zlrnr'. - Project Limits (129.4 ac)
n _ -
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE USGS TOPOGRAPHIC QUADRANGLES, MINT HILL, NC (2017)
AND MIDLAND (2017) PROVIDED BY ESRI, DATED 2017.
c _
SCALE: DATE:
1 inch = 2,000 feet 6/21/2018 USGS Site Location FIGURE NO.
CWS PROJECT NO: DRAWN BY:
2017-0433 DJZ Cadence Site
Q
ANT NO: CHECKED BY: CAROLINA Mint Hill, North Carolina
GCA WETLAND SERVICES PETS Habitat Assessment
G:\My Drive\2017\2017 ConsulBng\2017 Projects\2017-0433 Cadence Site\2017-0433.01 Cadence Mint Hill\JDWrcGIS\PETSFigure1_USGS.mxd

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Soil Unit Name and Description Hydric Coverage (%n) rn Legend
CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 52
CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No 26
EnB Enon sandy loam, 2 to 8 percent slopes No 3
�m Project Limits (129.4 ac)
EnD Enon sandy loam, 8 to 15 percent slopes No 1
HeB Helena sandy loam, 2 to 8 percent slopes Yes 10
Roads
MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes 8
Total Coverage: 100%
1,000 500 0 1,000 Feet
W B
E
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2017.
°
a
SCALE:
1 inch = 1,000 feet
DATE:
6/21/2018
USDA-NRCS Current Soil Survey
Y
FIGURE NO.
Is
of Mecklenburg County
CWS PROJECT NO:
2017-0433
DRAWN BY:
JDR
�C A R Q L I N A
2
Cadence Site
Mint Hill, North Carolina
APPLICANT NO:
CHECKED BY:
GCA
WETLAND SERVICES.
PETS Habitat Assessment
G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433.01 Cadence Mint HiII\JD\ArcGIS\PETSFigure2_CurrentSoils.mxd

GAMy Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433.01 Cadence Mint Hill\JD\ArcGIS\PETSFigure3_Aerial.mxd

Cadence Site
Attachment B: Photopage
December 12, 2017
CWS Project No. 2017-0433
Photograph 1. View of unsuitable purple coneflower habitat.
Photograph 2. View of maintained shrubland that was deemed unsuitable Michaux's sumac and
Schweinitz's sunflower habitat.
Photopage 1 of 2

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 11
SHPO Map
June 22, 2018
CWS Project No. 2018-0433

GAMy Drive\2017\2017 Consulting\2017 Projects\2017-0433 Cadence Site\2017-0433 03 Cadence Mint Hill- Sewer Extension\Permit (NWP# or IP)\ArcGIS\SHPO Map.mxd

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
June 22, 2018
CWS Project No. 2018-0433
APPENDIX 12
NCDEQ Stream Classification Forms (SCP1-9)

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.191736
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.632870
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
25
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP1/Stream A
A. Geomorphology Subtotal =
9_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9_5
12. Presence of Baseflow
0
3
13. Iron oxidizing bacteria
0
1
3
14. Leaf litter
1.5
1
0
15. Sediment on plants or debris
0
L2t
1.5
16. Or anic debris lines or iles
0
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.187947
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.635550
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
37
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP2/Stream B
A. Geomorphology Subtotal =
17.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0
1
2
1 3
7. Recent alluvial deposits
0
1
2
3
T. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
11
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes =
3
C. Biology Subtotal =
8_5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.184468
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.631857
Total Points:
Stream is at least intermittent if >_ 19 or perennial if >_ 30*
22
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP3/Stream C
A. Geomorphology Subtotal =
11.5
Absent
Weak
Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
5_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes =
3
C. Biology Subtotal =
5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0 1
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL =
1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.191495
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.632649
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
14.5
Stream Determination: Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name: SCP4
A. Geomorphology Subtotal =
3_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
T. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
T. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
7
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes =
3
C. Biology Subtotal =
4
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
11.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.190508
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.633962
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
15.5
Stream Determination: Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name: SCP5
A. Geomorphology Subtotal =
7
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
T. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
T. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
5_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes =
3
C. Biology Subtotal =
3
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5 1
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.185867
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.633928
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
16.25
Stream Determination: Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name: SCP6
A. Geomorphology Subtotal =
10
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
T. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
T. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
2_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil-based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
3.75
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
FACW in streambed=0.75.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.183894
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.631898
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
12.5
Stream Determination: Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name: SCP7
A. Geomorphology Subtotal =
5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
T. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
T. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
2_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes =
3
C. Biology Subtotal =
5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 11/30/17
Project/Site: Cadence Site
Latitude:
35.186122
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.632115
Total Points:
Stream is at least intermittent if Z 19 or perennial if >_ 30*
15.5
Stream Determination: Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name: SCP8
A. Geomorphology Subtotal =
10.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
T. Sinuosity of channel along thalweg
0
1
2
3
T. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
T Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes =
3
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
1
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
4
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 3/12/18
Project/Site: Cadence Site
Latitude:
35.195337
Evaluator: DJZ/JDR
County: Mecklenburg
Longitude:
-80.628131
Total Points:
Stream is at least intermittent if >_ 19 or perennial if >_ 30*
27
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name: SCP9
A. Geomorphology Subtotal = 12.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
T. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0 1
1 1
2
1 3
8. Headcuts
0 1
1
2
3
9. Grade control
0 1
0.5
1
1.5
10. Natural valley
0 1
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes =
3
`artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 8_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes =
3
C. Biology Subtotal = 6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
`perennial streams may also be identified using other methods.
Notes: Moderate rainfall occurring when data form was taken influencing hydrology
Sketch:

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
June 22, 2018
CWS Project No. 2018-0433
APPENDIX 13
USACE Wetland Determination Data Forms (DP1-DP8)

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence Site City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP1
Investigator(s): JDR/DJZ Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Crenulation Local relief (concave, convex, none): concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.191766 Long: -80.632753 Datum: NAD83
Soil Map Unit Name: CeD2, Cecil sandy clay loam, 8 to 15% slopes, moderately eroded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional wetland areas AA, BB, and DD
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
—Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes X No
Depth (inches): 2
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1
Remarks: (Include photo numbers here or on a separate sheet.)
75% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1 •
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 6 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 8 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 75.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Pinus taeda
70
Yes
FAC
FAC species x 3 =
2.
Baccharis halimifolia
30
Yes
FACW
FACU species x 4 =
3.
Liquidambar styraciflua
20
No
FAC
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
Prevalence Index is :53.01
120
=Total Cover
-3
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
60 20% of total cover:
24
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Rubus argutus
50
Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
Scirpus cyperinus
40
Yes
FACW
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Juncus effusus 40 Yes FACW
4.
Lonicera japonica
30
Yes
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Pinus taeda
30
Yes
FAC
more in diameter at breast height (DBH), regardless of
6.
Baccharis halimifolia
30
Yes
FACW
height.
7.
Salix nigra
20
No
OBL
Sapling/Shrub - Woody plants, excluding vines, less
8.
Schizachyrium scoparium
20
No
FACU
than 3 in. DBH and greater than or equal to 3.28 ft
9.
Andropogon glomeratus
20
No
FACW
(1 m) tall.
10.
Alnus serrulata
15
No
OBL
Herb - All herbaceous (non -woody) plants, regardless
11.
Solidago altissima
15
No
FACU
of size, and woody plants less than 3.28 ft tall.
330
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
165 20% of total cover:
66
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
75% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION Continued (Four Strata) - Use scientific names of plants.
Sampling Point: DP1
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute Dominant
Indicator
Tree Stratum
% Cover Species?
Status
Definitions of Four Vegetation Strata:
8.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
9.
more in diameter at breast height (DBH), regardless of
10.
height.
11.
Sapling/Shrub - Woody plants, excluding vines, less
12.
than 3 in. DBH and greater than or equal to 3.28 ft (1
13.
m) tall.
14.
Herb - All herbaceous (non -woody) plants, regardless
=Total Cover
of size, and woody plants less than 3.28 ft tall.
50% of total cover:
20% of total cover:
Sapling/Shrub Stratum
Woody Vine - All woody vines greater than 3.28 ft in
10.
height.
11.
12.
13.
14.
15.
16.
17.
18.
120 =Total Cover
50% of total cover:
60 20% of total cover:
24
Herb Stratum
12. Symphyotrichum ericoides
10 No
FACU
13. Ludwigia alternifolia
10 No
FACW
14.
15.
16.
17.
18.
19.
20.
21.
22.
330 =Total Cover
50% of total cover:
165 20% of total cover:
66
Woody Vine Stratum
6.
7.
8.
9.
10.
=Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-2 10YR 3/2 95 10YR 4/6 5 C PL Loamy/Clayey Prominent redox concentrations
2-18 10YR 5/1 80 7.5YR 4/6 20 C PL Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
X Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP2-CC
Investigator(s): DJZ/JDR Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.190761 Long: -80.633830 Datum: NAD83
Soil Map Unit Name: MO, monacan loam, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation X Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional wetland CC. Vegetation is considered problematic due to Chinese privet
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
X Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (610)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
1. Quercus falcata
2.
3.
4.
5.
6.
7.
50% of total cover: 3
Sapling/Shrub Stratum (Plot size: 15 )
1. Liquidambar styraciflua
2. Ligustrum sinense
3.
4.
5.
6.
7.
8.
9.
50% of total cover: 3
Herb Stratum (Plot size: 5 )
1. Ligustrum sinense
2. Liquidambar styraciflua
3. Polystichum acrostichoides
4. Carex crinita
5. Smilax rotundifolia
6. Juniperus virginiana
7.
8.
9.
10.
11.
50% of total cover: 29
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Absolute Dominant Indicatc
% Cover Species? Status
5 Yes FACU
5 =Total Cover
20% of total cover: 1
5 Yes FAC
FACU
- vias vwc
20% of total cover: 1
20% of total cover: 12
Sampling Point: DP2-CC
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.7% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
-3 Prevalence Index is :53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
X Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in this crenulation is considered problematic as the area was logged and is now dominated by Chinese privet. In accordance with the
general approach to problematic hydrophytic vegetation guidance found in the Regional Supplement, Chinese privet was dropped from the vegetation
data and the remaining vegetation was re-evaluated. Hydrophytic vegetation criteria were met.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
FACU
10
Yes
FAC
10
Yes
FACU
10
Yes
OBL
20
Yes
FAC
8
No
FACU
20% of total cover: 12
Sampling Point: DP2-CC
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.7% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
-3 Prevalence Index is :53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
X Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in this crenulation is considered problematic as the area was logged and is now dominated by Chinese privet. In accordance with the
general approach to problematic hydrophytic vegetation guidance found in the Regional Supplement, Chinese privet was dropped from the vegetation
data and the remaining vegetation was re-evaluated. Hydrophytic vegetation criteria were met.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP2-CC
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist) % Types
Loc2
Texture Remarks
0-3
10YR 4/3
90
10YR 4/1 10 C
M
Loamy/Clayey Distinct redox concentrations
3-12
10YR 5/1
60
7.5YR 4/6 20 C
PL
Loamy/Clayey Prominent redox concentrations
12-18
10YR 5/1
75
7.5YR 4/6 25 C
M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Second matrix at 3-12 layer: 10YR 4/3 20%
Indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence Site City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP3
Investigator(s): JDR/DJZ Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Crenulation Local relief (concave, convex, none): concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.191755 Long: -80.632770 Datum: NAD83
Soil Map Unit Name: CeD2, Cecil sandy clay loam, 8 to 15% slopes, moderately eroded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of non -jurisdictional upland areas
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP3
Remarks: (Include photo numbers here or on a separate sheet.)
50% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1 •
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 2 (A)
3•
Total Number of Dominant
4.
Species Across All Strata: 4 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 50.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Pinus taeda
80
Yes
FAC
FAC species x 3 =
2.
Baccharis halimifolia
40
Yes
FACW
FACU species x 4 =
3.
Liquidambar styraciflua
15
No
FAC
UPL species x 5 =
4.
Liriodendron tulipifera
15
No
FACU
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
- Dominance Test is >50%
9.
-2
Prevalence Index is :53.01
150
=Total Cover
-3
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
75 20% of total cover:
30
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Rubus argutus
80
Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
Pinus taeda
20
No
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Liquidambar styraciflua 15 No FAC
4.
Juniperus virginiana
5
No
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
120
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
60 20% of total cover:
24
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
15
Yes
FACU
2.
3.
4.
5.
Hydrophytic
15
=Total Cover
Vegetation
50% of total cover:
8 20% of total cover:
3
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
50% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Types Loc2 Texture Remarks
0-2
10YR 4/3
100
Loamy/Clayey
2-14
7.5YR 4/4
100
Loamy/Clayey
14-18
7.5YR 4/4
95
10YR 6/3 5 C M Loamy/Clayey Distinct redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP4
Investigator(s): DJZ/JDR Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.190427 Long: -80.633735 Datum: NAD83
Soil Map Unit Name: CeD2, Cecil sandy clay loam, 8 to 15% slopes, moderately eroded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation X Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional wetland CC
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (610)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP4
Remarks: (Include photo numbers here or on a separate sheet.)
50% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Quercus falcata
5
Yes
FACU
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 3 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 50.0% (A/B)
7.
Prevalence Index worksheet:
5
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
3 20% of total cover:
1
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Pinus taeda
80
Yes
FAC
FAC species x 3 =
2.
Betula nigra
40
Yes
FACW
FACU species x 4 =
3.
Platanus occidentalis
30
No
FACW
UPL species x 5 =
4.
Juniperus virginiana
20
No
FACU
Column Totals: (A) (B)
5.
Liquidambar styraciflua
10
No
FAC
Prevalence Index = B/A =
6.
Prunus serotina
10
No
FACU
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
Dominance Test is >50%
9.
-2
Prevalence Index is :53.01
190
=Total Cover
-3
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
95 20% of total cover:
38
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Rubus argutus
80
Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
Smilax rotundifolia
40
Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Lonicera japonica 40 Yes FACU
4.
Ligustrum sinense
10
No
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Juniperus virginiana
10
No
FACU
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
180
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
90 20% of total cover:
36
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
50% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist) % Types
Loc2
Texture Remarks
0-3
10YR 4/3
95
7.5YR 5/8 5 C
M
Loamy/Clayey
3-6
10YR 4/4
95
7.5YR 4/6 5 C
M
Loamy/Clayey-
6-8
10YR 4/4
85
7.5YR 4/6 15 C
M
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type: Gravel
Depth (inches): 8
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence Site City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP5
Investigator(s): DJZ/JDR Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Hillslope Local relief (concave, convex, none): concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.185914 Long: -80.634543 Datum: NAD83
Soil Map Unit Name: HeB, Helena sandy loam, 2 to 8% slopes NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative non -jurisdictional upland
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology were present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
1. Fraxinus pennsylvanica
2. Ulmus rubra
3. Platanus occidentalis
4. Acer rubrum
5.
6.
7.
50% of total cover: 28
Sapling/Shrub Stratum (Plot size: 15 )
1. Ligustrum sinense
2. Liquidambar styraciflua
3. Juniperus virginiana
4.
5.
6.
7.
8.
9.
50% of total cover: 28
Herb Stratum (Plot size: 5 )
1. Microstegium vimineum
2. Rubus argutus
3. Ligustrum sinense
4. Rosa multiflora
5. Carex lurida
6. Juncus effusus
7. Dichanthelium clandestinum
8. Solidago altissima
9.
10.
11.
50% of total cover: 90
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia
2. Lonicera japonica
3. Hedera helix
4.
5.
Sampling Point: DP5
Absolute
Dominant
Indicator
% Cover
Species?
Status
Dominance Test worksheet:
20
Yes
FACW
Number of Dominant Species
15
Yes
FAC
That Are OBL, FACW, or FAC: 5 (A)
10
No
FACW
Total Number of Dominant
10
No
FAC
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 62.5% (A/B)
Prevalence Index worksheet:
55
=Total Cover
Total % Cover of: Multiply by:
_ 20% of total cover:
11
OBL species x 1 =
FACW species x 2 =
30
Yes
FACU
FAC species x 3 =
15
Yes
FAC
FACU species x 4 =
10
No
FACU
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
Prevalence Index is :53.01
55
=Total Cover
-3
4 - Morphological Adaptations' (Provide supporting
20% of total cover:
11
data in Remarks or on a separate sheet)
_
-Problematic Hydrophytic Vegetation' (Explain)
80
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
30
Yes
FACU
present, unless disturbed or problematic.
20
No
FACU
Definitions of Four Vegetation Strata:
15
No
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
10
No
OBL
more in diameter at breast height (DBH), regardless of
10
No
FACW
height.
5
No
FAC
Sapling/Shrub - Woody plants, excluding vines, less
10
No
FACU
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
180
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover:
36
height.
10 Yes FACU
5 No FACU
40 =Total Cover
50% of total cover: 20 20% of total cover: 8
Remarks: (Include photo numbers here or on a separate sheet.)
62.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers
Hydrophytic
Vegetation
Present? Yes X No
Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP5
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist) % Types
Loc2
Texture Remarks
0-3
10YR 4/3
85
7.5YR 4/6 15 C
M
Loamy/Clayey Prominent redox concentrations
3-8
10YR 5/4
85
7.5YR 4/6 15 C
M
Loamy/Clayey Distinct redox concentrations
8-18
10YR 7/1
75
7.5YR 5/8 25 C
M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soils present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence Site City/County: Mecklenburg Sampling Date: 11/30/17
Applicant/Owner: DJZ/JDR State: NC Sampling Point: DP6
Investigator(s): JDR/DJZ Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Hillside Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.184498 Long: -80.632180 Datum: NAD83
Soil Map Unit Name: HeB, Helena sandy loam, 2 to 8% slopes NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of non -jurisdictional upland areas
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
Saturation Present? Yes No
Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP6
Remarks: (Include photo numbers here or on a separate sheet.)
83.3% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambar styraciflua
40
Yes
FAC
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 5 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 83.3% (A/B)
7.
Prevalence Index worksheet:
40
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20
20% of total cover:
8
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Rubus argutus
10
No
FACU
FAC species x 3 =
2.
Ligustrum sinense
15
Yes
FACU
FACU species x 4 =
3.
Pinus taeda
10
No
FAC
UPL species x 5 =
4.
Baccharis halimifolia
5
No
FACW
Column Totals: (A) (B)
5.
Euonymus americanus
20
Yes
FAC
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
Prevalence Index is :53.01
60
=Total Cover
-3
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
30
20% of total cover:
12
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Microstegium vimineum
30
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
2.
Woodwardia areo/ata
20
Yes
FACW
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4•
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
50
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
25
20% of total cover:
10
height.
Woody Vine Stratum (Plot size: 30 )
1.
Smilax rotundifolia
30
Yes
FAC
2.
3.
4.
5.
Hydrophytic
30
=Total Cover
Vegetation
50% of total cover:
15
20% of total cover:
6
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
83.3% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP6
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist) % Types
Loc2
Texture Remarks
0-2
7.5YR 4/3
90
5YR 4/6 10 C
M
Loamy/Clayey Prominent redox concentrations
2-5
10YR 5/4
85
7.5YR 5/6 15 C
M
Loamy/Clayey Distinct redox concentrations
5-12
10YR 5/4
60
5YR 4/6 20 C
M
Loamy/Clayey Prominent redox concentrations
12-18
2.5Y 6/4
50
5YR 4/6 50
—Sandy Redox (S5)
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
—2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
—Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
5-12 layer: Black manganese nodules make up 20%
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence City/County: Mecklenburg Sampling Date: 3/12/18
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP7
Investigator(s): DJZ/JDR Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.195462 Long: -80.628562 Datum: NAD83
Soil Map Unit Name: MO, monacan loam, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland?
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional wetland FF
HYDROLOGY
Yes X No
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
X Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (610)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 2
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes X No
includes capillary fringe
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP7
Remarks: (Include photo numbers here or on a separate sheet.)
87.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
r+usuwLU
uunmidni
uwK;dwi
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Salix nigra
20
Yes
OBL
Number of Dominant Species
2.
Betula nigra
5
Yes
FACW
That Are OBL, FACW, or FAC: 7 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 8 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 87.5% (A/B)
7.
Prevalence Index worksheet:
25
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
13
20% of total cover:
5
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Salix nigra
50
Yes
OBL
FAC species x 3 =
2.
Liquidambar styraciflua
20
Yes
FAC
FACU species x 4 =
3.
Cephalanthus occidentalis
5
No
OBL
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is:53.01
75
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
38
20% of total cover:
15
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Juncus effusus
35
Yes
FACW
'Indicators of hydric soil and wetland hydrology must
2.
Leersia virginica
30
Yes
FACW
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Carex lurida 25 Yes OBL
4.
Typha latifolia
10
No
OBL
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Plantago major
5
No
FACU
more in diameter at breast height (DBH), regardless of
6.
Lonicera japonica
5
No
FACU
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
110
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
55
20% of total cover:
22
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
10
Yes
FACU
2.
3.
4.
5'
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5
20% of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
87.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP7
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type _Loc2 Texture
Remarks
0-2 10YR 4/2 95
7.5YR 4/6 5 C M Loamy/Clayey Prominent redox concentrations
2-12 5Y 5/1 100
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators.
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
—2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
Gleyed Matrix (S4)
MLRA 136)
—Sandy
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type: Rock
Depth (inches): 12
Hydric Soil
Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Cadence City/County: Mecklenburg Sampling Date: 3/12/18
Applicant/Owner: Mattamy Homes State: NC Sampling Point: DP8
Investigator(s): DJZ/JDR Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.195373 Long: -80.628450 Datum: NAD83
Soil Map Unit Name: MO, monacan loam, frequently flooded NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes X No
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of non -jurisdictional upland areas.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (610)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
—Water Marks (61) _
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (63) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (134) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
includes capillary fringe
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
Multiply by:
% Cover Species?
Status
1.
Quercus alba
FAC species
20
Yes
FACU
2.
Quercus rubra
Column Totals:
20
Yes
FACU
3.
Liriodendron tulipifera
20
Yes
FACU
4.
Liquidambar styraciflua
20
Yes
FAC
5.
6.
7.
80
=Total Cover
50% of total cover:
40
20% of total cover:
16
Sapling/Shrub Stratum (Plot size: 15
)
1.
Acer rubrum
20
Yes
FAC
2.
Quercus rubra
20
Yes
FACU
3.
Juniperus virginiana
10
No
FACU
4.
Liquidambar styraciflua
15
Yes
FAC
5.
Cornus florida
5
No
FACU
6.
Ligustrum sinense
5
No
FACU
7.
Betula nigra
5
No
FACW
8.
9.
80
=Total Cover
50% of total cover:
40
20% of total cover:
16
Herb Stratum (Plot size: 5 )
1.
Lonicera japonica
10
Yes
FACU
2.
Polystichum acrostichoides
8
Yes
FACU
3.
Smilax rotundifolia
5
Yes
FAC
4.
Plantago major
2
No
FACU
5.
6.
7.
8.
9.
10.
11.
25
=Total Cover
50% of total cover:
13
20% of total cover:
5
Woody Vine Stratum (Plot size: 30
)
1.
Lonicera japonica
15
Yes
FACU
2.
Smilax rotundifolia
15
Yes
FAC
3.
4.
5.
30
=Total Cover
50% of total cover:
15
20% of total cover:
6
Remarks: (Include photo numbers here or on a separate sheet.)
41.7% of dominant vegetation is FAC or wetter.
Sampling Point: DP8
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
5 (A)
12 (B)
41.7% (A/B)
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
-2 - Dominance Test is >50%
3 - Prevalence Index is:53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
-Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP8
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
(inches)
Color (moist)
%
Color (moist) % Type
_Loc2
Texture Remarks
0-5
10YR 4/4
70
7.5YR 5/6 30 C
M
Loamy/Clayey Distinct redox concentrations
5-12
2.5Y 6/3
70
7.5YR 4/4 30 C
M
Loamy/Clayey Prominent redox concentrations
12-18
2.5Y 6/2
70
7.5YR 4/4 30 C
M
Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators.
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (All 6)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
—2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
Gleyed Matrix (S4)
MLRA 136)
—Sandy
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soils are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

Cadence Mint Hill -Sewer Extension
Pre -Construction Notification
APPENDIX 14
Photopage (Photographs 1-13)
June 22, 2018
CWS Project No. 2018-0433

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Cadence Site
Attachment C: Photopage
December 5, 2017
CWS Project No. 2017-0433
Photograph 9. View Jurisdictional Impoundment facing southeast.
Photograph 10. View non -jurisdictional channel facing west.
Photopage 5 of 7

Cadence Site December 5, 2017
Attachment C: Photopage CWS Project No. 2017-0433
Photograph 11. View Intermittent Stream D, channel facing upstream.
Photograph 12. View of forested portion of Wetland FF, facing northwest.
Photopage 6 of 7

Cadence Site December 5, 2017
Attachment C: Photopage CWS Project No. 2017-0433
Photograph 13. View of herbaceous portion of Wetland FF, facing northwest.
Photopage 7 of 7