20220795 Ver 1_ePCN Application_20220609

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
4/14/2022
BIMS # Assigned*
20220795
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Mooresville Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
O $240.00
0 $570.00
Select Project Reviewer*
Doug Perez:eads\djperez
la. Name of project:
McCoy Farms
la. Who is the Primary Contact?*
S. Paul Petitgout
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/9/2022
Nearest Body of Water
Prices Mill Creek
Basin
Catawba
Water Classification
C
Site Coordinates
Latitude:
35.015524
A. Processing Information
Longitude:
-80.678168
County (or Counties) where the project is located:
Union
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
I Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
I 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
14 - Linear transportation
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
tf. Is this an after -the -fact permit application?*
O Yes O No
0 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes )No
B. Applicant Information
OYes 0No
OYes 0No
td. Who is applying for the permit?
❑ Owner 0 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Mills Ventures, LLC
2b. Deed book and page no.:
Deed Book 7510 Page: 0810
2c. Contact Person:
R. Dean Harrell
2d. Address
Street Address
5615 Potter Road
Address Line 2
City
Matthews
Postal / Zip Code
28104
State / Province / Region
NC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
S. Paul Petitgout
4b. Business Name:
Lowrys Environmental & Ecological Services, LLC
4c. Address
Street Address
1823 Quinn Road
Address Line 2
City
Chester
Postal / Zip Code
29706
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
SC
Country
USA
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
McCoy Farms
lc. Nearest municipality / town:
Wesley Chapel, NC
2. Project Identification
2a. Property Identification Number:
06024006; 06024006A; 06024004 01;
06024002; 06024004C
2c. Project Address
Street Address
4108 Wesley Chapel Road
Address Line 2
City
Matthews
Postal / Zip Code
28104
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Prices Mill Creek
3b. Water Resources Classification of nearest receiving water: *
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501030202
4. Project Description and History
2b. Property size:
±64
State / Province / Region
NC
Country
USA

4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
NC Land Cover Categories that generally occur on site:
Mixed Deciduous -Coniferous Forest - Other Mixed Deciduous -Coniferous Forest Land
Herbaceous Cover and Shurbland - Unmanaged Herbaceous Cover - Other Unmanaged Herbaceous Cover (fallow fields)
Water Bodies - Linear Drainage and Inland Water Bodies(wetlands)
NC Land Use Categories that occur on site:
Agricultural Lands - Crop and Pasture
Water Bodies — Non -Used or Passively Used Water Bodies
Human Induced Bare Land - Altered Lands
Current Site Conditions:
The subject property is currently comprised of a of a site that has been used for agricultural purposes (pasture or farm fields). These cleared areas on site are dominated by early
successional herbaceous species.
Jurisdictional waters of the US were classified according to USACE and NCDWR guidance. The results of the jurisdictional determination investigation indicated that there were two
jurisdictional streams present within the subject property. Stream SA is an intermittent unnamed tributary that eventually flows into Prices Mill Creek. Stream SB is a perennial stream
(Prices Mill Creek). The project area is within the Yadkin -Pee Dee River Basin (HUC#03040105)(USGS 1974).
In addition to the two jurisdictional tributaries, there three jurisdictional wetlands located within the project area (Wetlands WA, WB, and WB) and two jurisdictional (open water) ponds
(OWA and OWB). The three jurisdictional wetlands located on site are dominated by forest vegetation. These three wetland areas will not be impacted by the project. The two open water
ponds both consist of a wetland fringe around the outer edge (dominated by soft rush (Juncus effusus)). The interior of the ponds are not vegetated.
Land use in the vicinity of the project consists of rural farm and timber lands surrounded by residential developments.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes ® No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
Wetlands = ±0.48-ac Open Waters = ±2.28-ac
4g. List the total estimated linear feet of all existing streams on the property:
±1,150 LF
4h. Explain the purpose of the proposed project:*
The growth of the housing market in the greater Charlotte metropolitan area including Union County, has been enormous since the end of the "Great Recession." The demand for housing
has skyrocketed since 2011. Additionally, inventories have been decreasing due to the inflow of people looking to move to the suburbs because of the Coronavirus Pandemic. This has
made the current housing shortage worse.
Currently, demand is still extremely strong in the eastern portion of the greater Charlotte metropolitan area. With this in mind, the applicant proposes to construct a ±64-acre single family
residential development. The overall purpose of the project is to provide additional housing to meet the growing needs of this area of Union County and the greater Charlotte Metropolitan
area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project consists of direct impacts to a jurisdictional pond (wetland fringe) and a jurisdictional intermittent stream. Specifically, the impact to the jurisdictional pond will consist of the
excavation of the wetland fringe area and the inner portion of the pond to create enough volume to use the pond for detention. The impact to the jurisdictional intermittent stream consists
of the placement of a culvert and associated rip rap in order to cross the stream for access.
Typical construction equipment will be used for this project. Those pieces of equipment include, but are not limited to: bulldozers, track hoes, dump trucks, etc.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
'Yes 0 No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary C Approved O Not Verified O Unknown O N/A
Corps AID Number:
SAW-2020-01342
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
S. Paul Petitgout
Lowrys Environmental & Ecological Services, LLC
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE: 8/3/2020
6. Future Project Plans
6a. Is this a phased project?*
O Yes ' No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
None are anticipated
D. Proposed Impacts Inventory

1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands O Streams -tributaries
RI Open Waters O Pond Construction
2. Wetland Impacts
O Buffers
2a. Site #*(?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
29. Impact
area*
OWA 1
Excavation
P
Small -Basin Wetland
OWA 1
No
Both
0.367
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.367
2g. Total Permanent Wetland Impact
0.367
2i. Comments:
This wetland impact is associated with the wetland fringe of the pond to be used as detention. The wetland fringe is 0.367-acre in size and surrounds the
pond edge. This area will be excavated in order to deepen the pond in order to increase the volume of the pond, which is to be used as detention. Water
quality improvements will be conducted in a sand filter above the pond. The pond itself will not be utilized for anything other that detention.
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
Si
Road Crossing
Permanent
Culvert
SA
Intermittent
Both
3
Average (feet)
110
(linear feet)
S2
Road Crossing (apron)
Permanent
Rip Rap Fill
SA
Intermittent
Both
3
Average (feet)
25
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
135
3i. Total stream and ditch impacts:
135
3i. Total temporary stream impacts:
0
3j. Comments:
The road crossing consist of a single culvert and a rip rap apron which will be keyed in at the stream bed elevation. The piping activity will result in 110
LF (0.0075-ac) of permanent impact and the rip rap apron will consist of 25 LF (0.0017-ac) of permanent impact (but no loss of waters of the US).
4. Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
OWA 1
Excavation
P
OWA 1
Excavation
Pond
1.00
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
1.00
4g. Total permanent open water impacts:
1.00
4h. Comments:
This is an open water impact. Material will be removed from the pond to increase the storage volume in order for the pond to be used as detention.
There will be no loss of waters of the US (or waters of the State) related to the excavation of the open water areas of the pond.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The project was designed to minimize impacts to jurisdictional areas to the greatest extent practicable. The only impacts associated with the project is a
single road crossing for access to the site, and the manipulation of a pond to be used as detention. Other than the pond fringe, all other jurisdictional
wetlands area being avoided. Other than the road crossing, all other streams are being avoided.

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Side slopes of the road crossing are being constructed so as to decrease the amount of impact while still providing a safe and effective crossing in this
area that meets the conditions of both the state and local regulatory officials (NCDOT and Union County).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR / Corps
2d. If yes, which mitigation option(s) will be used for this project?
❑ Mitigation bank ❑O Payment to in -lieu fee program I❑ Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
O Yes ❑ No
4b. Stream mitigation requested:
(linear feet) 4c. If using stream mitigation, what is the stream temperature:
0 warm
4d. Buffer mitigation requested (DWR only):
(square feet)
0
4e. Riparian wetland mitigation requested:
(acres)
0.367
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
0 0
4h. Comments
The excavation of the pond wetland fringe will be a conversion from a herbaceous wetland pond fringe to a non -vegetated open water area. It is our
understanding that this impact will be mitigated for at a 1:1 ratio. Since the impact occurs in the 03050103 watershed and NC Division of Mitigation
Services has indicated that the project will be mitigated for in the expanded service area, the ratio is doubled to 2:1.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
❑ Yes O No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes • No
If no, explain why:
The project does occur within the Catawba River Basin, a basin that does have buffer rules. However, the rules only apply to impacts on the main stem of the river. This project occurs on
an tributary many miles away from the main stem of the river. Therefore, the project is not subject to any NC Riparian Buffer Protection Rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes ®No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes®No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
i Yes No
O N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
i❑ Local Govemment State
State Stormwater Programs
❑O Phase II
❑ HWQ or ORW
0 Coastal Counties
0 Other
Comments:
Stormwater plan has been submitted and is awaiting 404/401 Permit Approval before being approved. Copies of the plan can be provided upon request.
G. Supplementary Information

1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)7*
Yes O No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
All reasonably anticipated impacts have been accounted for in this permit application.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
• Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Union County Public Works has acknowledged that they have capacity to accept sewage from this project. UCPW did not specifiy the capacity, but it can
be obtained upon request.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes O• No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
• Yes l No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
0Yes ®No
5g. Does this project involve bridge maintenance or removal?
0 Yes ® No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes • No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
0 Yes • No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Species List (iPac)
NCNHP database
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
EFH Mapper (2022)
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 status?*
Yes • No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCSHPO HPOWEB 2.0 for NCDOT and Consultants (archaeological sites are not visible in this database).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes a` No
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Panel 3710449600J (effective date: 10/16/2008)
The project parcel does contain both floodway and floodplain, but there is no disturbance planned in these areas.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
McCoy Farms Site_PCN Attachment Document.pdf 7.34MB
File must be PDF or KMZ
Comments
Signature U
RI By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
S. Paul Petitgout
Signature
Date
6/9/2022

Lowrys Environmental &
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
Phone [phone]
June 9, 2022
US Army Corps of Engineers
Regulatory Branch
Charlotte Field Office
North Carolina Division of Water Resources
401 and Buffer Permitting Branch
Mooresville Field Office
RE: McCoy Farms Site
Nationwide Permit 29 (NCDWR Certification No. 4256);
Nationwide Permit 14 (NCDWR Certification No. 4246)
USACE Action ID: SAW-2020-01342
Village of Wesley Chapel, Union County, North Carolina
Lowrys Environmental & Ecological Services, LLC (LEES) has prepared a permit application
for the use of Nationwide Permit 29 (NCDWR Certification No. 4256) and Nationwide Permit
14 (NCDWR Certification No. 4246) in order for the applicant to construct a new residential
development. The project area is located near the intersection of Potter Road and Wesley Chapel
Road, in the Village of Wesley Chapel, Union County, North Carolina.
The following documents, figures, etc. are provided to aid in your review of the project. Should
you have any questions regarding the project, please do not hesitate contacting me. We look
forward to working with you on this project.
Sincerely yours,
S. Paul Petitgout
President/Managing Member
Attachments

TABLE OF CONTENTS
Property Ownership Information
30-Day Pre -Filing Documentation
Agent Authorization and Right of Entry Documentation
General Location Figures
Engineering Figures
Cultural Resources (NC HPO) Documentation
Threatened & Endangered Species Documentation

PROPERTY OWNERSHIP INFORMATION

Parcel Report
Parcel Number
06024004 01
Owner
MILLS
VENTURES
LLC
Mailing Address
5615 POTTER RD
MATTHEWS
NC , 28104
Account Information
Land Value
Building Value
Total Value
Acreage
Sales Information
Sale Date
11/07/2019
08/08/2018
08/07/2018
$438,800.00
$0.00
$438,800.00
61.6600
Location Information
Municipal
Administration
Sale Amount
$1, 842, 500.00
$0.00
$0.00
Wesley Chapel
County Zoning Code CITY
Zoning Administration Wesley Chapel
ETJ
Fire District Wesley Chapel
Soils
Description
Situs Address
Property Class
TbB2, W, ChA, CmB, BdC2, Bd B2
Building Information
Total Living Area 0
Year Build 0
TRACT 1 7510-810
4108 WESLEY CHAPEL RD
FARM
Book & Page
7510 0810
W18E 802
D138 817
12 Mile Service Area Yes
School
Census Tract Number
FEMA Panel
FEMA Zone
Improvement Type
District Voting Assignments (Jurisdictions)
Polling Place Wesley Chapel School District
Elementary School Gym
Precinct District #17A
State House
3
68
Grantor
THOMAS, DONNA
CAROLYN ET AL
MCCOY JUDITH C HEIRS
MCCOY JUDITH C
School Assignment Information
203.17
4496
AE,0.2% Annual Chance,AE-FW
Congressional 9
District
Senate
District
35
gis-web.unioncountync.gov//gomaps/Reports/UserDefined/parcelReport.cfm?objectids=16287594&bbox=-8982074.987534985,4164719.9708427154,... 1/1

30-DAY PRE -FILING DOCUMENTATION

M Gmail
Paul Petitgout <[e-mail]>
Pre -Filing Meeting Request - McCoy (Carolyn) Farms Site - Union County, NC
2 messages
Paul Petitgout <[e-mail]> Thu, Apr 14, 2022 at 4:33 PM
To: "Perez, Douglas J" <[e-mail]>
Doug:
Attached below, please find a Pre -Filing Meeting Request for the McCoy (Carolyn) Farms Site, located in Union County, NC. Please let me know if you have any questions or if you need
any additional information.
Also, please confirm receipt of this email.
Thanks for your help!!
Paul
S. Paul Petitgout
President/Managing Member
Lowrys Environmental & Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
Phone: (803) 992-o9io
Email: [e-mail]
McCoy Farms Slte_DWR Pre -Filing Meeting Request Form_4-14-22.pdf
— 86K
Perez, Douglas J <[e-mail]> Thu, Apr 14, 2022 at 4:36 PM
To: Paul Petitgout <[e-mail]>
Received.
From: Paul Petitgout [mailto:[e-mail]]
Sent: Thursday, April 14, 2022 4:33 PM
To: Perez, Douglas J <[e-mail]>
Subject: [External] Pre -Filing Meeting Request - McCoy (Carolyn) Farms Site - Union County, NC
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Doug:
Attached below, please find a Pre -Filing Meeting Request for the McCoy (Carolyn) Farms Site, located in Union County, NC. Please let me know if you have any questions or if you need
any additional information.
Also, please confirm receipt of this email.
Thanks for your help!!
Paul
[Quoted text hidden]

PRE -FILING MEETING REQUEST - McCOY(CAROLYN) FARMS SITE- UNION COUNTY,
NC PRE -FILING MEETING REQUEST DATE - APRIL 14, 2022
Contact Name * S. Paul Petitgout
Contact Email Address* [e-mail]
Project Owner* Mills Ventures, LLC
Project Name* McCoy (Carolyn) Farms Site
Project County* Union
Owner Address:* Street Address
5615 Potter Road
City State / Bovine / Region
Matthews NC
Fbstal / Zip Code Country
28104 USA
Is this a transportation project?* t` Yes c: No
Type(s) of approval sought from the DWR:
iW 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
c c: No
Do you know the name of the staff member you would like to request a meeting with?
Doug Perez
Please give a brief project description below and include location information. *
The project will consist of a residential development that is located along Potter Road, near its intersection with Wesley Chapel Road in Union
County, NC. Minor impacts to Jurisdictional Streams and open waters (pond) are anticipated.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water
Act Section 401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.

Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
Submittal Date 4/14/2022

AGENT AUTHORIZATION AND RIGHT OF
ENTRY DOCUMENTATION

PROJECT NAME: Carolyn Farms Site
PARCEL ID: 06024004 01
PROTECT STREET ADDRESS: 4108 Wesley Chapel Road, Wesley Chapel,NC
AGENT AUTHORIZATION FORM
PROPERTY OWNER: Mills Ventures,LLC
PROPERTY OWNER'S ADDRESS: 5615 Potter Road Matthews,NC 28104
PROPERTY OWNER'S EMAIL: k p] ke v J+ Cpay,p4 w y, Ca
The undersigned,registered property owner(s)of the above noted property,do hereby authorize
S.Paul Petitgout,of Lowrvs Environmental& Ecological Services,LLC,
(Contractor/Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
Jurisdictional Determination,Permit or Certification and any and all standard and special conditions attached.
AUTHORIZED SIGNATURE: p.11)....a...,..7t,Lii
DATE: 3 3ZUa0
RIGHT OF ENTRY AUTHORIZATION
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and/or NC Division of Water Resources (NCDWR) to enter upon the property herein described
(accompanied by the authorized agent)for the purpose of conducting on-site investigations,if necessary,and
issuing a jurisdictional determination and/or permit pursuant to Section 404/401 of the Clean Water Act
and/or Section 10 of the Rivers and Harbors Act of 1899. I,the undersigned,am a duly authorized owner of
record of the property identified herein.
PROPERTY OWNER: Mills Ventures, LLC
PROPERTY OWNER'S ADDRESS: 5615 Potter Road Ma hew ,NC 28104
PROPERTY OWNER'S EMAIL: R0.42.0A., 12 R
r p{j�.�,1 „CcE
1 hereby certify the above information submitted in this jurisdictional determination/application is true and
accurate to the best of our knowledge.
( 4AJ2/
p_Aly\r /
AUTHO ED SIGNATURE: tiQ'-
DATE: Za a G

GENERAL LOCATION FIGURES

► .
lip
v 1
v 10 /
Q-`` _
1111
�Hartis-Grove
r A Baptist
`
FENWlCK DR
i
c.
Fr
C
Church'Cem
„„,,,N,-41
�r
[S
1
65z7
�� SEA
0
'
0
�L ,„4
1
��
�-� LS
O�pdp
L.
O
I U
ti
,„
o
o�
R-i
Fs, 4� ��J
J`'
��
.�
¢Ljt l
�l-
,
v
a
`50
I
__
f -
/ RO°�'\
.44$
,_,..„
650
L� PpF
II
7 .r
/
Z.
��
o�ro
-
�°
T
Pfr
9,,,
v°
.DUNDIN ., -P
iii..11, 0P
o
e
�0 4N`
ish.....--,,,a.,--,e.
aL-
,KO�-
0
1/4
SYMPHONY
PP.",
�2
401
0
F/fpR� s!RiNc OAKSy ��„y®�
7
p� Q ��
.-*59.°�
• e° o o
o
IIIV
illMcCoy
Farms Development
±64-acres
��°
of • .�°
Q)11
����°:,�e�
°� �''
\a
°��s\°
-•,
) .1111...-kiiiiiii
IIII 11171111 /AA! t. 4:
iCta#:'>, ttli-Akkidllit
13 0S---- 6
iiiibi... vim-
--ibirties.
.111\ ailltaIllit
‘. 0
cy
i
I
MB. .
il
45*♦N140'
0
1, !�
Q d
�o
00 ,, Z.'
rI C4t/T rt)Tb01!
PRlNCF
livi.,
yUCH+,...,
CRocK \
•
.QP
�"T
41111
f
/
p0
i
way ALTONINill
!I!D1WMcCoy
Al
Farms DevelopmentjKI
0 1,000 2,000qtaliMM1111111WAN,
Feet
inch equals 2,000 feet
_ ,� J
��1�l���■������?1
A"A�Source:
USGS Matthews NCTopo (2019)
r,,,
,�AL ��Disclaimer:
The information depicted on this figure is for
purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
_ —
- t— b�
Qinformational
r'
VI
McCoy Farms Development
Union County, North Carolina
USGS 1:24,000 Topographic Map
Lowrys Environmental 85
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
803-992-0910
Drawn By: SPP
Date: 5-29-20
Rev.
Project Mgr. SPP
Scale: 1:24,000
Sheet: 1

McCoy Farms Development
±64-acres
McCoy Farms Development
Scale: Not to Scale
Source: Union County, NC GIS (2020)
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
McCoy Farms Development
Union County, North Carolina
Union County, NC GIS Aerial Map
Drawn By: SPP
Project Mgr. SPP
Date: 5-29-20
Scale: 1:24,000
Rev.
Sheet: 2
Lowrys Environmental 85
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
803-992-0910

w=�
SOILS LEGEND
BdB2 Badin Channery Silty Clay Loam 2-8% Slope
BdC2 Badin Channery Silty Clay Loam 8-15% Slope
Cha Chewacla Silt Loam 0-2% Slope
CmB Cid Channery Silt Loam 1-5% Slope
TbB2 Tarrus Gravelly Silty Clay Loam 2-8% Slope
BdB2
McCoy Farms Development
±64-acres
McCoy Farms Development
0 500 1,000
Feet
1 inch equals 1,000 feet
Source: USDA NRCS VVeb Soil Survey (2020)
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
McCoy Farms Development
Union County, North Carolina
USGS 1:24,000 Topographic Map
Drawn By: SPP
Date: 5-29-20 Rev.
Project Mgr. SPP
Scale: 1:12,000 Sheet: 3
Lowrys Environmental 85
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
803-992-0910

1F if1'll F
U.S. Fish and Wildlife Service
National Wetlands Inventor
Wetlands
McCoy Farms Development
±64-acres
1:14,435
0.125 0.25
Wetlands
6 Estuarine and Marine Deepwater
Estuarine and Marine Wetland
McCoy Farms Development
Scale: As Shown
Source: USFWS NVVI Mapper (2020)
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
O Freshwater Emergent Wetland 111 Lake
• Freshwater Forested/Shrub Wetland 0 Other
▪ Freshwater Pond LI Riverine
McCoy Farms Development
Union County, North Carolina
USFWS National Wetlands Inventory Map
Drawn By: SPP
Date: 5-29-20
Rev.
Project Mgr. SPP
Scale: As Shown
Sheet: 4
Lowrys Environmental 85
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
803-992-0910

it
Potential Perennial Stream
• — ' Potential Intermittent Stream
111- Potential Open Water
Potential Wetland
u Data Point
Potential Jurisdictional Areas
Stream SA: ±625 ft. (0.06-ac.) Intermittent
Stream SB: ±520 ft. (0.24-ac.) Perennial
Wetland WA: ±0.01-ac.
Wetland WB: ±0.02-ac.
Wetland WC: ±0.01-ac.
Open Water OWA: ±2.4-ac.
Open Water OWB: ±0.25-ac.
McCoy Farms Development
±64-acres
Flagging Sequences
Wetland WA
WA 1 - WA 4
WA1 =SA8
WA4=SA6
Wetland WB
WB 1 = WB 6
WB1=SA17
WB6=SA20
Wetland WC
WC 1 - WC 8
WC 1 = WC 8
r
Open Water OWA
OWA 1 - OWA 22
OWA 1=OWA 22
Open Water OWB
OWB 1 - OWB 7
OWB 1 = OWA 7
Stream SA
SA 1 - SA 26
SA6=WA4
SA8=WA1
SA 10/11 = Pipe
SA 17 = WB 1
SA 20 = WB 6
SA 13 - 15 widens to 10 ft
Stream SB
SB 1 - SB 11
SB 10/11 Sewer Line ROW
(1v,
0?
lit
11
111
LialliD.
—.141111111k14 IR
McCoy Farms Development
Union County, North Carolina
Preliminary Jurisdictional Determination Map
Drawn By: SPP
Date: 5-29-20
Rev.
Project Mgr. SPP
Scale: Not to Scale
Sheet: 5
Lowrys Environmental 85
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
803-992-0910

ENGINEERING FIGURES

Exhibit
Plotted: C: \DPR Dropbox\_Projects\Active\2019\19076 Carolyn Farm—Kahuna Group—Westley Chapel\CAD\SHEETS\SITE\SITE CDs\19076—C2-1 GRADING PLANS.dwg / 1/18/2022
/
FEMA FLOOD PLAIN, +/1
/
++s
00
+ + + + + +
++++ +
+
+
///
///\
/////
--7 / -�/
- / -� /
/ / /-
/// '-y �v� 1 \ \-
\\ _J \ \\\
\ \ (590) \ \
/// \\/ /-v v- \
/ I/ / ��--�(soo)
I \ I
/ \ -
i
LEGEND
EXISTING PROPERTY LINE
PROPOSED LOT LINE
STREAM BUFFER
FEMA 100 YEAR FLOOD HAZARD
PROPOSED TREESAVE
PROPOSED NATURAL TRAIL
PROPOSED LOT NUMBERS
PROPOSED RIGHT OF WAY
PROPOSED SIDEWALK
SITE DISTANCE TRIANGLE
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
STORM DRAINAGE EASEMENT
STORM DRAINAGE STRUCTURE NO.
APPLICATION TRACKING NUMBER:
/
EX. POND
SCM #1 B A
(DETENTION/
\ \
\N _ 7 / // //// /
(634)
-47
co
CO
..r,173-9)
GRADING AND STORM DRAINAGE NOTES
1. EROSION CONTROL PLAN, NOTES, & CONSTRUCTION SEQUENCE TO BE APPROVED
THROUGH NCDEQ E&SC, MOORESVILLE OFFICE.
2. ALL CURB INLETS (CI, DCI) SHALL BE PER NCDOT DETAIL 840.01, 840.02 & 840.03
(BRICK/CONCRETE INLET WITH CAST IRON GRATE AND HOOD), UNLESS NOTED
OTHERWISE. ALL DROP INLETS (DI) SHALL BE SLAB TYPE INLETS PER NCDOT DETAIL
840.04/840.05, UNLESS NOTED OTHERWISE.
3. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE OR APPROVED
EQUAL BY GOVERNING AUTHORITY.
4. CONTRATOR ITO ENSURE THAT CURBLINES DO NOT TRAP WATER. KEEP MINIMUM OF
0.5% SLOPE ON ALL CURBS. CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING
THAT SUBGRADE, BASE COURSE & ASPHALT ARE SET (MIN. 1%) SO THAT HIGH SIDES
OF INTERSECTIONS ADEQUATELY DRAIN AND DO NOT TRAP WATER. IF
DESCREPANCIES ARE FOUND CONTRACTOR TO CONTACT DPR REPRESENATIVE
BEFORE CURB IS POURED.
5. SUBDIVISION INSPECTOR SHALL BE GIVEN ADVANCED NOTICE OF 5 BUSINESS DAYS
PRIOR TO BEGINNING OF CONSTRUCTION.
6. PROVIDE MINIMUM 2 FEET COVER PLUS THICKNESS OF PIPE OVER STORM DRAINAGE
PIPE IN PAVED AREAS AND 18 INCHES COVER IN GRASSED AREAS, UNLESS
OTHERWISE NOTED.
7. PIPE INVERT ELEVATIONS AND SLOPES SHALL NOT BE CHANGED THOSE SHOWN ON
PLAN WITHOUT PRIOR APPROVAL FROM DPR ASSOCIATES.
8. RIM ELEVATION FOR PROPOSED CURB INLETS PROVIDED ON PLAN ARE TO THE
INLET AT EDGE OF PAVEMENT.
9. CONSTRUCTION OF THE FOLLOWING ITEMS SHALL BE IN ACCORDANCE WITH THE
FOLLOWING NCDOT ROADWAY STANDARD DRAWINGS, 2012 EDITION:
310.02 FLARED END SECTION
838.80 CONCRETE ENDWALL FOR SINGLE CULVERTS
838.22 CONCRETE ENDWALL FOR DOUBLE CULVERTS
840.01 BRICK CATCH BASIN (CI)
840.02 CONCRETE CATCH BASIN (CI)
840.03 FRAME, GRATE, & HOOD FOR CURB INLETS (CI)
840.04 CONRETE OPEN THROAT CATCH BASIN
840.05 BRICK OPEN THROAT CATCH BASIN
840.14 CONCRETE DROP INLET
840.15 BRICK DROP INLET
840.16 DROP INLET FRAME AND GRATES
840.31 RECTANGULAR CONCRETE JUNCTION BOX 12" THRU 66" PIPE
840.51 BRICK MANHOLE
840.54 MANHOLE FRAME AND COVER
840.66 STEPS IN DRAINAGE STRUCTURES
10. ALL GRATES AND INLETS MUST BE DOMESTIC STEEL AND HAVE INSCRIBED "DUMP NO WASTE, DRAINS TO
STREAMS'. ALL GRATE TYPES FOR CURB INLET MUST FOLLOW NCDOT DETAIL # 840.03 IN ACCORDANCE TO
WATER FLOW DIRECTION.
11. ALL NEW STORM DRAINAGE MANHOLES AND BOXES WHICH ARE GREATER THAN 6 FEET DEEP (FROM INVERT
TO RIM) MUST BE PRECAST BOXES.
12. STORM DRAINAGE EASEMENTS THAT REMAIN PUBLIC SHALL BE LABELED AS SDE AND MAINTAINED BY THE
GOVERNMENT.
13. ALL CUT AND FILL SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED ON PLANS OR
DETAILS. MAINTAIN MINIMUM 2% SLOPE ON ALL DITCH CENTERLINES, UNLESS NOTED OTHERWISE. MINIMUM
2% SLOPE ON ALL SHEET FLOW, UNLESS NOTED OTHERWISE. KEEP A MINIMUM OF 0.5% SLOPE ON ALL
CURBS, UNLESS NOTED OTHERWISE.
14. THE DENUDED AREA LIMIT SHOWN ON THIS PLAN IS THE MAXIMUM AREA TO BE CLEARED. SEE ADDITIONAL
NOTES THIS SHEET REGARDING GRADING AT AMENITIES, TRAILS, ETC.
15. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES.
16. PROPOSED CONTOURS WITHIN PUBLIC STREET R/W ARE FOR REFERENCE ONLY. CONTRACTOR TO REFER
TO ROAD PROFILES FOR ROAD CONSTRUCTION.
17. ALL FILLED BUILDING PADS MUST BE PLACED IN MAXIMUM 1 FOOT LIFTS TO A MINIMUM 95% COMPACTION. NC
STATE BUILDING CODE STANDARDS FOR 2,000 PSF MINIMUM COMPACTION IS REQUIRED IN BUILDING AREA.
ALL SLOPES MUST BE GRADED NO STEEPER THAN 2:1.
18. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE AND
ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
19. ALL SPOT ELEVATIONS REFLECT FINISHED GRADES.
20. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUND BREAKING.
21. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
22. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES IN THE FIELD
BEFORE BEGINNING CONSTRUCTION.
23. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
24. PROPOSED RETAINING WALLS SHOWN ON PLANS WILL REQUIRE DESIGN AND LAYOUT BY STRUCTURAL
ENGINEER. CONTRACTOR WILL BE RESPONSIBLE FOR HIRING STRUCTURAL ENGINEER TO DESIGN AND DETAIL THE
WALLS. SHOP DRAWING SHALL BE SUBMITTED TO DPR ASSOCIATES FOR REVIEW PRIOR TO CONSTRUCTION.
RETAINING WALL PLANS SHALL BE PERMITTED THROUGH MOUNT HOLLY ZONING AND GASTON COUNTY BUILDING DEPT.
DE-HAMPTON DR
25. FOR AS -BUILT NOTES, REFER TO GENERAL/SITE NOTES ON SHEET CO-2.
NOTES:
1. REFER TO NCDOT STD DETAILS 300.01 FOR METHOD OF STORM PIPE INSTALLATION.
2. ALL CURB INLET RIM ELEVATIONS ARE MEASURED AT CENTER LIP OF EDGE OF PAVEMENT. ALL GRATED DROP INLET RIM
ELEVATIONS ARE MEASURED AT TOP OF GRATE. ALL SLAB DROP INLET RIM ELEVATIONS ARE MEASURED AT BOTTOM OF
THROAT OPENING.
3. ALL SLAB TYPE STRUCTURES ARE OPEN ON ALL FOUR SIDES, UNLESS OTHERWISE NOTED. ALL PIPE MATERIALS ARE TO BE
RCP, CLASS III, UNLESS OTHERWISE NOTED.
4. ALL FLARED END SECTION'S SLOPE AND ORIENTATION ARE TO BE THE SAME AS THE ATTACHED OUTLET PIPE. THE LENGTH
OF ALL FLARED END SECTIONS ARE NOT INCLUDED IN THE OUTLET PIPE'S LENGTH.
5. FOR JB, INSTALL NCDOT STRUCTURE 840.31 WITH OPTIONAL MH FRAME AND GRATE (NCDOT 840.54).
6. OCI = OFFSET CURB INLET, PER CHARLOTTE STANDARD, IF APPLICABLE.
7. STORM DRAINAGE SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR CONSTRUCTING THE STORM DRAINAGE TO THE INVERTS SHOWN ON THIS PLAN.
8. ALL CURB INLETS (CI) OR DOUBLE CURB INLETS (DCI) SHALL BE PER NCDOT DETAIL 840.01, 840.02 & 840.03
(BRICK/CONCRETE) INLET WITH CAST IRON GRATE AND HOOD), UNLESS NOTED OTHERWISE. DCI IS PER CHARLOTTE DETAIL
20.22. ALL DROP INLETS (DI) SHALL BE SLAB TYPE INLETS PER NCDOT DETAIL 840.04/840.05, UNLESS NOTED OTHERWISE.
NOTE:
NEAR TREE PROTECTION AREAS, SEPARATE TREE PROTECTION FENCE TO BE INSTALLED IN
TREE SAVE AREAS IF SILT FENCE OR SUPER SILT FENCE IS REMOVED BEFORE FINAL
CONSTRUCTION STAGE.
EX. HOUSE AND PARCEt
#1I TO B RE -PLATTED
c RE PLATTED (±71,300 SF)
\ FUTURE ROUNDABOUT \
OTHERS.
Know what's below.
Call before you dig.
CLIENT/OWNER
a r
0004,_ associates
designing places for generations
master planning . civil engineering
urban design . landscape architecture
420 hawthorne In . charlotte, nc 28204
704.332.1204 . www.dprassociates.net
NC Firm License # C-0560
MILLS VENTURES, LLC. (R. DEAN HARREL)
5615 POTTER ROAD
MATHEWS, NORTH CAROLINA 28104
704.870.4614
SURVEYOR
EAGLE ENGINEERING
2013A VAN BUREN AVE.
INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
WETLANDS
LOWRYS ENVIRONMENTAL & ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA 29706
GEOTECH
SUMMIT ENGINEERING
3575 CENTRE CIRCLE DRIVE
FORT MILL, SOUTH CAROLINA 29715
704.504.1717
FEMA
MAP #3710449600J, EFFECTIVE 10/16/2008
KEY MAP
PROJECT
PROJECT
MCCOY
WESLEY
WESLEY
CHAPEL ROAD
CHAPEL, NORTH
NUMBER
FARM
CAROLINA
19076
DATE
05/07/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: HN
DRAWN BY: JM
CHECKED BY: HN
SEAL
SCALE
AS INDICATED
DRAWING
GRADING PLAN
c2.1
(OVERALL)
COPYRIGHT @ 2020 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT VVRITTEN AUTHORIZATION.

"
I + +
WATER SHED DISTRICT: CATAWBA RIVER, PA
PROPOSED BUA = ± 20.85%, LOW DENSITY
DEVELOP AS: DETACHED SINGLE FAMILY RESIDENTIAL
PROPOSED NUMBER OF LOTS: 43 DU
/
\ ) \ I
/ /
// // I \ \
/ / / N \ N\ \
\ \ \
/ / /
/ \
/ / — \ \ N / / / / / \ I / / \ \ >--- — \
/ ( I / / / / \ \ \
N \\ / /
\ /
/ / / \ / 1 / / ;(2)-s ) )
/ \
/
\/
/
N \ \\ ) \
/ z
/ /
/ z
\ / /
/
/ X \ _ .7 z / /
/ ( / /
z \ I r \ \
( N \ 7
\ N \ /
— 7-- (
\
— \ / \
1
\ ....„), ,...,
\ \ N
\
\ \
I
\-
\
\ \ \ \ \ N \ \
N
____\_, \i \ \ / /
\ \ \ \ \ \ \
\ ..„_.,/ \ \
\\ \
/ \ \
\
---,
\ \\I \ \
\ \
\ 1 \ \
/ / X
I \ \
/ \
\
/\ / / \
/
I
/
--- - -- /
/
\ \ \ i / / \/
/ / / \
/
7 /
/ / /
z z
/
z
z I \ \ I
/ I 7
\ /
/ / A - \ ,
z / A
\ \ \ / A / / / / / / , I /
/ / // ////// ////7 /
I Ix
1 / I \ \ I
/— 7\/// / / / / I / I
/ \
2 -
\ /\
/ / -/
v /
— 7 /
< / / \
7 / / \ /
\ / z
/
\
\ /
7\
,
/
z -
_ - -
_7_ z- -
I 1
/
//// // / /I I
\ / / / / / // I / / / /
/ \
/ \ /
/\
— 4
/
\ X
< /
\< N
\
Nv.v
< \ \ \ \\
\ _-_-_-_-_--
N
N\X
\ \
)//171/P/
) ////
777/// /
/I Z
Z
(
APPLICATION TRACKING NUMBER:
SAW -
z
/ \
_
▪ FEMA FLOOD PLAIN 4
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + 6C)
+ + + + + + + +
+ + + + + + + +
+ + + + + + +
+ + + + + +
+ + + + + +
7 7 ▪ + +
+ + + + +
1 S • 4▪ ;*
+ -41 G Lc) V)
• \
4 01.
;5?')
,
4▪ 4, -
3o• VI 10*
EXISTING POND ± 2.5 AC.
fill W.,'
(59o)
EXISTING POND PER JANUARY 2020 TOPOGRAPHIC SURVEY.
VEGETATED PORTION OF THE OPEN WATER FEATURE.
16,000 SF = 0.367 AC.
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+ + + + + + + +
+ + + + + + +
+ + + + +
+ + + + +
+ + +
+ + +
z7z* —1/-7N
(---
/
1
Iv1I1
\\\
— N
-
• -
— \
— —
CAROLYN FARMS I STREAM C AND POND IMPACT EXHIBIT
WESLEY CHAPEL, NC
DATE:
CLIENT:
PROJ #:
06/02/2022
MILLS VENTURES, LLC.
19076
1
\
v / / // ,1 \
/ / / \ 1(600)
/ /
\
—
z
z /
/ 1 < I
I I
k I \ \ \ \
\ \ \ \
I ,
I /
\
\ I \ \\ \
\ \ A \
I
\ \
\
\ I \ z 7 7 z 7
7 /
V Z z
-- ,,,---'-'
7 -- _-
-- --
\
\ z 7 7 7
7'--- —
_ - ----
A-
\
\ /
1 N
\ \ \ \
\ /
- \
/ z t - ----- - /
—
/2" NIR
\\\ \\\ \I\ \ I\ \ \ \\\ \
PROP
\ \ \ X \ N N 1 \ \ \ \ 1
I / /
/
—0----
/
— 2
[ \---
\
\
// / /
/
N / / / / /
kfr
• — —
\
\
\
- /
K
z_7 —
-- (610) — z z
/
----,,,,-- — \---- ,,,"--------------------:- ----'
/ \ v
-----
,-- \
—
4p•
%.*
g%
\ • •
\
v
-
re j
/
/ 7 \
STREAM C: PROP. 42" RCP
CULVERT, 110 LF.
/ —
"\-- 0-
_ / / •>----- / // // //
/ -, —
---
_
Th1/ co I \ I
1\- —
I
.4.-1 /
)
/ ) )
\ /,'
0
CD
1
2 _ )
— /
— — —
A -
I I
/l
/
)
z 7 I
z I
/
1 / /
, I 1
i 1
I \
N / I
/ \ N N 1
\ ---- Z z 7 7 I 1
--------______
\,--- v-- I \ / //
I/ z
- — X--- /
z /
z / X \
z
\
\
----, ,
- _
/ X / 2
1/ / Z v 1 I Z //\/ \ V/ / //
/
.----
\---
\ \
\ \
X \ \ TV
EXIST
POND / / / // / Z z\X7 i
\ X \ \ \\
X / i
X , /
z /
\ \ \ \
X /
(
x
\
\\\ \ \ \ x
- --\ ----- __
/ \ \
\ I I 7 I f r&T \ \ ) \
(61-11:4)
1 \ \ \
C 1 \ \ \ \
\ \ \ \ \ \
\ \ \ \
\ \ \ \
) \ \ \
1
1
\
\
I
)
\
\ \
\
\I ) \ \
\
\
\
\
\I
I
I
I N
1
I 1
I 1
\ 1
1 N
\ I \ I \ I \ z
\ \ \ 7 \ 1 \ 1 I
1 \ 1 N 1 \ I \
i \\
— / \
\ \ 1 \ \
— — — / l \
i
\
- ---- (0°)
rDaHt.1\1:1CROr\:\ICTRDR. r6
\
_ \ N
'ri__ \ \
/ \
/ / ----- \ Z X
S
co
co
cv
\
/ --- — \
1
)
i 1
1
Qi.,_,,? (f)\
,
-(6.,
,
...6)
I, \
\
(6,,,
4,),„). I
I0
/ / \
I /8
,
1 ...,
r 7/z
N
, 1 ,
_L
,D6,)
k4 (4 4 /-- b-En AMP:: DR
\
r& j
---- --- ---- N
N
7?) \ \ I
\ / \
„ ) \ \
4N? \
\ \
—
(620)
c•N
C-4
EX. HOUSE AND PARCEL
#1 TO BE RE -PLATTED
(±57,300 SF)
c0
CD
C.0
SCALE:1" = 150'
0 75150' 300'
DRAWN BY: JMM
PLOTTED: C: \DPR Dropbox\ Projects\Actiye\2019\19076
Carolyn Farm—Kahuna
Group—Westley Chapel\CAD\EXHIBITS\WETLAND EXHIBITS\2022-01-19 Wetland
Exhibits\19076—Wetland—Stream Exhibit.dwg / 6/2/2022 10:57 AM
master planning . civil engineering
urban design . landscape architecture

o_
co
CV
Plotted: C: \DPR Dropbox\_Projects\Active\2019\19076 Carolyn Farm—Kahuna Group—Westley Chapel\CAD\SHEETS\SITE\SITE CDs \19076—C2-5 BMP ENLARGEMENTS.dwg / 6/2/2022
LPE=607�40
IWk
246,\\
COS \
PROP. LOG
PROP. LITTORAL
SHELF
PROP. GRASSED
SPILLWAY
OUTLET PIPE
AND STRUCTURE
PROP. RIP -RAP
APRON
N
•
(580)
-(598)- -
N
/
/
/
PE=608.70
100+2 SWPE = 578.40
lx l i PROP. RIP -RAP APRON.
PROPOSED SAND MEDIA AREA = 2,132 SF.
6" PERFORATED UNDERDRAIN PVC @ 0.5% SLOPE, TYP.
6" CLEAN -OUT @ END OF PIPES & ALL BENDS,
TYP. W/ WATER -TIGHT VANDAL PROFF CAPS.
PROP. WASHED STONE RIP -RAP
BERM, 2' WIDE @ TOP.
PROPOSED RIP RAP SPILLWAY
1
SCM 1A SANDFILTER & SCM 1B DETENTION POND
/
rl ■ i11 -1
594
\
�ur
VEGETATED PORTION OF THE
OPEN WATER FEATURE.
16,000 SF = 0.367 AC.
\ Sp,
N sON
N N SFR
� � V
V A Al t704/
J
f
/
0
:°
LPE=608.69
/
/
/
/ / / \/.
/ / //
/
/
SCALE: 1" = 50'
EXIST. EARTH EMBANKMENT.
GEOTECHNICAL ENGINEER TO
PROVIDE CORE TEST, REPORT, AND
RECOMMENDATION TO AFFIRM ITS
STRUCTURAL INTEGRITY AND/OR
REPAIRS AS REQUIRED TO
ACCOMMODATE THE PROPOSED
STORMWATER SCM POND DESIGN.
PRE -CON MEETING WITH VILLAGE
INSPECTOR & GEOTECH ENGINEER IS
REQUIRED PRIOR TO STARTING ANY
EMBANKMENT WORK
EX. GRADE
(EXISTING WOODY VEGETATION ON
EMBANKMENT TO BE REMOVED, AND
EMBANKMENT TO BE MOWED REGULARLY)
PROPOSED HEADWALL FOR BMP 1B
INV. AT SCM 1B = 579.60
0% SLOPE FOR ENTIRE
LENGTH OF APRONS.
•
SCM 1B = 79.2 LF OF 36" RCP @ 0.5%
TOP OF EMBANKMENT ELEV. AT
SCM 1B=592.5
GRASSED EMERGENCY
SPILLWAY
CREST ELEV. AT
SCM 1B=591.5
\\.
ANTI -SEEP COLLARS
(CONSTRUCT OVER PIPE JOINTS NEAR
CENTER OF OUTLET PIPE) 2 MIN. PER
POND
\C
i
WEIR WITH BAR SCREEN TRASH RACK
TOTAL LENGTH 20 LF
INV. AT SCM 1B = WEIR @ 591.0'
10'MIN.@5%
POND SIDE SLOPES SHALL BE
STABILIZED WITH VEGETATION
DOWN TO PERMANENT WATER
SURFACE ELEVATION
OUTLET PIPE W/ 0-RING
JOINTS, INSTALLATION
PER PER NCDOT 300.01
STEPS AT 12" O.C. TO
BOTTOM OF STRUCTURE
INV. AT
SCM 1B = 580.0
CONCRETE
ANCHOR
BLOCK
u �
12"V
OUTLET CONTROLLED STRUCTURE
(SEE DETAIL)
SCM 1B @ 5.0' x 5.0'
REMOVABLE HAND WHEEL
WITH ADEQUATE SUPPORTS
SLEEVE THRU
////[
CONC. SLAB
ORIFICE SHIELD
1' BELOW PWS
VALVE STEMS
GUIDE
SUPPORTS
WATERTIGHT
RUBBER BOOT
SCM 1A SAND FILTER & SCM 1B RETENTION POND CROSS-SECTION
6.0" FLANGED GV
ORIFICE INV. AT
SCM 1B = 30.0" 0 AT 589.0
OUTLET CONTROL STRUCTURE RISER NOTES:
1. ALL PRE -CAST SECTIONS TO BE ATTACHED AND REMAIN
WATER TIGHT TO PREVENT FLOATATION.
2. PRECAST RISER TOP SECTION AS A SINGLE PIECE WITH A
MINIMUM HEIGHT OF 4 FEET.
3. PRECAST RISER BASE SECTION AS A SINGLE PIECE TO 12"
OVER OUTFALL PIPE.
4. ALL CONCRETE TO BE 3000 PSI.
±5'
±10'
V
0
SCM 1B
100-YR STORM ELEV. @ 591.70'
50-YR STORM ELEV. @ 591.34'
25-YR STORM ELEV. @ 591.02'
10-YR STORM ELEV. @ 590.56'
1YR-STORM ELEV. @ 589.62'
EXISTING POND ELEV. = 592.6'
PROPOSED PERMANENT POND ELEV. @ 589.0'
(PERMANENT WATER POOL IS FOR RECREATIONAL
PURPOSE ONLY, IT IS NOT INTENDED TO BE A
WATER QUALITY MEASURE)
SCM DETENTION POND 1B
APPROX. EX GRADE
STONE RING FILTER
INV. ELEV. SCM 1B = 681.0
CONCRETE ANCHOR
(TO BE INSTALLED AFTER
REMOVAL OF TEMP. SKIMMER)
TOP OF EMBANKMENT ELEV. AT
EARTH EMBANKMENT - CONSTRUCT WITH
LOW -PERMEABILITY SOIL FREE OF ROCKS,
ROOTS, & ORGANIC MATERIAL AT 95°/0 MIN.
COMPACTION. EXACT FILL MATERIAL,
COMPACTION RATE, MOISTURE CONTENT, AND
METHODOLOGY ARE TO BE RECOMMENDED,
TESTED AND CERTIFIED BY A GEOTECHNICAL
ENGINEER. (TYPICAL FOR ALL PONDS).
PRE -CON MEETING WITH VILLAGE INSPECTOR
& GEOTECH ENGINEER IS REQUIRED PRIOR TO
STARTING ANY EMBANKMENT WORK.
3
MAX.
RIP RAP SPILLWAY
\\V\ \\
3
\°\ \\\
\*V\A\
Original Parcel ID Nurnber(s),
03:124:11:12.060240C4-01,06024004C.06024006,06024006A
Development Type:
Single -Family
SF Detached
Subject to PCCO? 'ON
1
NO
FCC° District:
Catawba River
Water Supply Watershed Overlay
VA
Stream Name
Price MII Creek
Classification
C
Stream Index
11-138-2-2
Disturbed Area (ac):
40,00
Existing Built -upon -area (ac):
1.80
Existing BUA to be removed (ao):
1.80
Proposed % BUA to Site:
20 85aig For Overall Site
Density (High / Low)
Low
Developm ent or Redevelopment?
Development
Mtigation Type (if applicable)
N/A
SCM 1A Storage Volume Provided:
Elevation Surface Area
(ft) (sf)
Storage
(cf)
Total Storage
(cf)
ESHTW = 589.00 (594.00 - 5') SEE SCM #2 IN THE SUMMIT GEOTECH REPORT DATED 2020-02-05)
591.0 Bottom of Stone - Provide liner per geo
592.5 Top of Stone/Bottom of Sand
595.0 Top of Sand Filter/ Bottom of Extended
recommendation
Dry Detention Pond
595.0
596.0
597.0
598.0
599.0
600.5
2,600
32,900
35,500
38,000
40,500
44,500
0
17,750
34,200
36,750
39,250
140,000
0 Bottom of Pond
17,750
51,950
88,700
127,950
191,950 Top of Pond
SCM 1B Storage Volume Provided:
Elevation
(ft)
Surface Area
Incremental
Storage
(cf)
Total Storage
(of)
580.0
581.0
582.0
583.0
584.0
585.0
586.0
587.0
588.0
589.0
589.0
590.0
591.0
592.0
*ANCHOR BLOCK: NOT REQUIRED.
57,972
60,917
63,918
66,977
70,093
73,265
80,402
84,478
88,059
91,701
91,701
108,224
112,319
116,476
0
59,445
62,418
65,448
68,535
71,679
76,834
82,440
86,269
89,880
0
99,963
110,272
114,398
PR - SCM 1B STORM STRUCTURES
FROM
STRUCTURE
TYPE
NCDOT
STD #
RIM
DEPTH
DI-
840.14
1C-02
HW-
20.23A
0
59,445
121,862
187,310
255,845
327,524
404,357
486,797
573,066
662,946
0
99,963
210,234
324,632
Bottom of Pond
Permanent Pool is for
Recreational Only
Top of Perm Pool
Bottom of Perm. Pool
Top of Pond
PR - SCM 1B STORM PIPE
FROM
STRUCTURE
INVERT
UP
INVERT
DOWN
TO
STRUCTURE
PIPE
SIZE
LENGTH
SLOPE
REMARKS
1C-02
36"
RCP
SCM SANDFILTER 1A
VAAAAVAAA
TOP OF STONE
6" SOLID UNDERDRAIN PIPE
(SCH 40 PVC OR DOUBLE WALL HDPE)
6' AQUATIC SHELF AROUND POND TO BE PLANTED
WITH NATIVE WETLAND VEGETATION.
ENSURE THE AQUATIC SHELF IS AT THE
PERMANENT POND ELEVATION.
6" PERFORATED UNDERDRAIN PIPE
3/8" PERFORATIONS, 3" CENTER -CENTER
ALONG 4 ROWS SPACED @ 90° APART
(SCH 40 PVC OR DOUBLE WALL HDPE)
TOP OF SAND FILTER BED / BOTTOM OF BASIN
SCM 1A - ELEV 595.0'. USE WASHED BERMUDA SOD.
1.5' SAND FILTER MEDIA (ASTM C-33 MEDIUM AGG. CONC. SAND) OR EQUIVALENT.
2' HIGH MIN. RIP -RAP BERM, 2' WIDE MIN. TOP, SCM 1A - ELEV 597.0
FOREBAY
SEDIMENTATION
CHAMBER
6" SOLID UNDERDRAIN PIPE
(SCH 40 PVC OR DOUBLE WALL HDPE)
BOTTOM STONE
3 MAX
MAINTAIN POSITIVE SLOPE
NOTE: CONTRACTOR TO ALSO REFER TO CHARLOTTE BMP DESIGN
MANUAL, SECTION 4.0.6 FOR REQUIRED SPECS ON EMBANKMENT FILL
MATERIALS, CONSTRUCTION METHOD, AND FIELD QUALITY CONTROL.
SCALE: NOT TO SCALE
CLIENT/OWNER
d r
,. design
master planning . civil engineering
urban design . landscape architecture
704.332.1204 . www.dpr.design
NC Firm License # C-0560
MILLS VENTURES, LLC. (R. DEAN HARREL)
5615 POTTER ROAD
MATHEWS, NORTH CAROLINA 28104
704.870.4614
SURVEYOR
EAGLE ENGINEERING
2013A VAN BUREN AVE.
INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
WETLANDS
LOWRYS ENVIRONMENTAL & ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA 29706
GEOTECH
SUMMIT ENGINEERING
3575 CENTRE CIRCLE DRIVE
FORT MILL, SOUTH CAROLINA 29715
704.504.1717
FEMA
MAP #3710449600J, EFFECTIVE 10/16/2008
KEY MAP
PROJECT
PROJECT
MCCOY
WESLEY
WESLEY
CHAPEL ROAD
CHAPEL, NORTH
NUMBER
FARM
CAROLINA
19076
DATE
05/07/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: HN
DRAWN BY: JM
CHECKED BY: HN
SEAL
SCALE
AS INDICATED
DRAWING
SCM
c2.5
ENLARGEMENT
PLAN
COPYRIGHT @ 2020 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT VVRITTEN AUTHORIZATION.

CV
9\19076 Carolyn Fa
\DPR Dropbox\_Projects\Active\20
N
\ LPE=607�40
k
/
COS /
(sss) —
(580)
N
LPE=608.70
100+2 SWPE = 578.40
G1
\\-R
�� \ 5�5�20
\pRA�— — -I
PNPN�.R0.\ Gs .. 9
/
N
/
r
lOPGk3 I
/ M6 I*1"94'R0AG
ok. RHO GZq.O
O\N O 06
PXP���E
SIN
SSE. .-----
SCM 1A SANDFILTER & SCM 1 B DETENTION POND
SCALE: 1" = 50'
EX. GRADE
1 1=1 1 1_=1 1 1T±-
- I I 11 I-1 —1 1=
10'
TOP OF EMBANKMENT/
MAINTENANCE ACCESS
592.5
/
SCM 1 B DETENTION POND & EX. POND CROSS—SECTION B—B
SCALE: NOT TO SCALE
— ;cry F2F
•
VEGETATED PORTION OF THE
OPEN WATER FEATURE.
16,000 SF = 0.367 AC.
S'o.
N CON
N N'3.0
\ Alt/0
N
J
N
N
N
/
0
co
6' AQUATIC SHELF AROUND POND TO BE PLANTED
WITH NATIVE WETLAND VEGETATION.
ENSURE THE AQUATIC SHELF IS AT THE
PERMANENT POND ELEVATION.
EXISTING POND ELEV. = 592.6'
PROPOSED PERMANENT POND ELEV. @ 589.0'
(PERMANENT WATER POOL IS FOR RECREATIONAL
PURPOSE ONLY, IT IS NOT INTENDED TO BE A
WATER QUALITY MEASURE)
SCM DETENTION POND 1 B
1=111=1 I I —I '
IL
C''—III. ,I 111 i 1111= j j1—
LPE=608.69
N
/
/
•
•EX. POND
\ \
V A
.4.4)
SCALE:1" = 50'
0 25' 50'
\ I \
10'
100'
EX. GRADE
TOP OF EMBANKMENT/
MAINTENANCE ACCESS
592.5
1=1
—III=III-11911
--
—I I I—
11111
HEIffi=1
III—_ —_ —
1 I _
-III— — — - —
—III=I====
I I I —I I I—III-1
EX. POND
(TO REMAIN UNDISTURBED)
•
U›-
z
J
D 0
_
CLIENT/OWNER
N. i
N
a design
Aster planning . civil engineering
)an design . landscape architecture
9 berryhill rd. ste 101. charlotte, nc 28208
704.332.1204 . www.dpr.design
NC Firm License # C-0560
MILLS VENTURES, LLC. (R. DEAN HARREL)
5615 POTTER ROAD
MATHEWS, NORTH CAROLINA 28104
704.870.4614
SURVEYOR
EAGLE ENGINEERING
2013A VAN BUREN AVE.
INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
WETLANDS
LOWRYS ENVIRONMENTAL & ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA 29706
GEOTECH
SUMMIT ENGINEERING
3575 CENTRE CIRCLE DRIVE
FORT MILL, SOUTH CAROLINA 29715
704.504.1717
FEMA
MAP #3710449600J, EFFECTIVE 10/16/2008
KEY MAP
V
PROJECT
MCCOY
FARM
WESLEY CHAPEL ROAD
WESLEY CHAPEL, NORTH CAROLINA
PROJECT NUMBER
19076
DATE
05/07/2021
ISSUED FOR
CONSTRUCTION DOCUMENTS
REVISIONS
NO. DATE DESCRIPTION BY
PROJ. MANAGER: HN
DRAWN BY: JM
CHECKED BY: HN
SEAL
SCALE
AS INDICATED
DRAWING
SCM ENLARGEMENT PLAN
C2-6
COPYRIGHT ©2020 DPR ASSOCIATES, INC. THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES, INC. AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED. NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION.
ORIGINAL SHEET SIZE: 24" X 36"

640
630
620
610
600
590
580
APPLICATION TRACKING NUMBER:
SAW -
0+
PVI STA:
PVI ELEV:
1+60.58
619.40'
EXIST.
GROUND
100'
RIGHT
LVC:
K: 50.00
103.93'
EVCS: 2+12.55
EVCE: 618.86
I I
EXIST. GROUND
EXIST. GROUND
50' RIGHT
CENTER
7
o
`c-2,
co
`o
EXIST. GROUND
50' LEFT
BVCE: 622.90
PV
PVI
STA: 0+68.10
ELEV:
rii
618.43 5m
liji
EXIST. GROUND
PROP. GROUND
100' LEFT
CENTER
K: 30.00
LVC:64.49'
00
G a
G M 0
0 m�
co o 5 •
CDCDrnc
N v C
N C
C
I I
BVCS: 0+35.86
BVCE: 618.78
I I
EVCS: 1+00.34
ICE: 618.76
BVCS: 3+25.69
A
/—
1.01%
RCP
°
-1.04°
—1��
►��—
CLASS IV
Alim
�—
���-
2A-03
=
2A-01
2A-02
a__
24" RCP
f8„
Rcp
_
•��
6"RCS
_
�� RCP
_18:
LLAS
L
j
_—�.��
_J.1
2A-04
�P
......
C
Ij
I
-
2A07
----�
15" RCP
2A-o
'
1.
,//
'
PROP.
42" CJLVERT
PROP.
MCCOY
FARM
RD
PV -
619.24
617.1
618.90
616.3
618.66
615.9
(O N
°O Ln
m
O
(O CO
aD V
m
O
O
p 6)
a) M
m
O
CO
o) M
m
O
N
o) M
m
O
N.
p CO
aD N
m
O
618.73
611.4
618.48
611.1
618.22
611.0
CD
CD
m
O
CDCDCD(O
N- O
O
m
O
617.51
611.4
617.48
612.2
CO I�
N
m
O
617.85
613.0
M
6 M
m
O
618.35
613.5
618.60
613.9
618.85
614.2
LC)
O) V
m
O
M O
a) V
m
O
p M
0) Ln
COco
O
(O
°O O
a) Ln
O
620.11
616.6
620.36
617.4
620.61
618.4
620.87
619.5
621.12
621.3
621.37
622.6
N
CO (0M
N
N co
CDCDO
621.87
622.0
N
N N
N co
622.37
620.8
N
CO LO
N ON
N CO
622.88
620.4
623.08
620.6
623.15
00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75
VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE:1" = 50'
0 25' 50' 100'
V/////////////////////////////////////////A
CAROLYN FARMS I STREAM C CROSSING PROFILE EXHIBIT
WESLEY CHAPEL, NC
DATE: 06/02/2022
CLIENT: MILLS VENTURES, LLC.
PROJ #: 19076
DRAWN BY: JMM
PLOTTED: C: \DPR Dropbox\Projects\Active\2019\19076 Carolyn FarmKahuna GroupWestley Chapel \CAD\SHEETS\SITE\SITE CDs\19076Wetland—Stream Exhibit.dwg / 1 /18/2022 1: 22 PM
master planning . civil engineering
urban design . landscape architecture

LPE 618.13
01 CULVERT CROSSING
SCALE: 1"= 30' SCALE: = 30'
APPLICATION TRACKING NUMBER:
SAW -
EX. WETLAND; NOT
TO BE DISTURBED.
35' STREAM BUFFER
PROP. 42" RCP
CULVERT, 1' BURY
PROP. RIP -RAP. REFER TO ENLARGEMENT
DETAIL THIS SHEET FOR SPECIFICS.
SCALE:1" = 30'
0 15' 30'
—(s14) —
60'
630
620
610
600
'PROP. CL ELEV. @ ±617.521
'PROP. EOP ELEV. @ ±617.281
PLANTING STRIP 2 TO 4%
SLOPE MINIMUM, TYP.
oSW 1.5% SLOPE MAX., TYP.I
IGUARD RAILI
•
'PROP. EOP ELEV. @ ±617.331
v�v
ROAD A 50' ROW
(PROP.
PROP. HEADWALL ELEV. @ ±614.0
(GUARD RAILI
`
,�—I
630
PROP. ELEV.
@ ±617.85�
__
-,--
—IIIIM
'
PROP. HEADWALL
PROP. GROUND ELEV. @ ±609 0
`
TOP @ ±616.0
PROP. INVERT ELEV. @ 608.00
`
± 25' LONG TYPE 2 RIP -RAP
12.1 MAX SLOP
ViAr
18" THICKNESS OVER
FABRIC, KEYED IN GROUND
_
��
25-YR ELEV. @ 613,
ELEV.ELEV.
AT PRECONSTRUCTION
`
;`
1`
�
—
■�'MF,1;
-lrAIWAEMIIIIIII
/
,
i
100-YR061:
@ 61:
STREAMBED ELEVATIONS
_-,
\
��I
'
M
A
1.11
Lw
!
vAr-
mr-----
1
PROP. 110' OF
42" RCP, BURY
1'
Ia
610
II
__,I__
1111111A1
OTTO M
OP. GROUND ELEV. @ ±611.0
±135 LF OF STREAM IMPACT PER WATERWAY
PROP. INVERT @ 610.00
I±25 LF OF RIPRAPI
(INCLUDES 25 LF OF RIP -RAP)
600
-90
-80
-70
-60
-50
-40
-30
-20
-10
10
AND ±20 LF TOTAL OF TEMPORARY IMPACT FOR COFFER DAMS
20
30
40
50
60
70
76
42
3.01
CULVERT CROSSING ENLARGEMENT - STREAM IMPACT #1 (±135 LF)
SCALE: 1" = 10'
SCALE:1" = 10'
0 5'
10'
20'
////////////%////////////////////////////////////////////
"'W//%%///
CAROLYN FARMS I CULVERT EXHIBIT
WESLEY CHAPEL, NC
DATE: 06/02/2022
CLIENT: MILLS VENTURES, LLC.
PROJ #: 19076
DRAWN BY: JMM
PLOTTED: C:\DPR Dropbox\Projects\Active\2019\19076 Carolyn FarmKahuna GroupWestley Chapel\CAD\EXHIBITS\WETLAND EXHIBITS\20220119 Wetland Exhibits\19076 CULVERT PLAN and EXHIBIT.dwg / 1/18/2022 1:59 PM
master planning . civil engineering
urban design . landscape architecture

CULTURAL RESOURCES (NC HPO)
GRAPHIC

(1)
SrRch Basemap Add Rmuees
Layers Make a Map Feature Search
Managed Areas
Natural Areas
Conservation Planning
AY
Blodlverslty & W ildlife Habitat Assessment
2012 Agricultural lands Assessment (NCDA&i
2010 Forest lands Assessment (NCFS)
Smoke Awareness Areas (NCWRC)
Game land Hunting Safety Buffers (NCWRC)
Regional Conservation Planning s r
Land and Water Resources AY
Water Bodies
Coastal Wetlands (CREWS)
National Wetlands Inventory
NRCS Soil Data
Fishery Nursery Areas
Drinldng Water Susceptibility
Subwatersheds (12-digit HUC)
Subbaslns (Sdigit HUC)
State Historic Preservation (SHPO) AY
NC Historic Resources
National Register
Study List
Determined Eligible
Surveyed Only
Local Landmarks and Districts
• All surveyed resources
Transportation
Reference
North Carolina Boundary
Counties
Topographic Neatllnes (1:24,000)
AY
AY
i
( fast YriM
Identify
[Find address
S
qy 5-
Select a resource and click on ma`pto Identify
NC Historic Resources
Identify On: Visible Layers in Resource
Identify By: Polygon
Use Freehand la
Use Buffer: 0.5 Miles 'S
-- Show identify Graphic
I0I
I0I
MI ,.
U
S.
3
Esrl, NASA NGA, USGS, FEMA I City of Charlotte, NC, Siat3 of North Carolina DOT, Esrl, HERE, Garrnir fe

THREATENED & ENDANGERED SPECIES
DOCUMENTATION

Roy Cooper, Governor
■ ▪ .'■ NC DEPARTMENT OF
gam
■ NATURAL AND CULTURAL RESOURCES
▪ .•■■
May 22, 2022
Paul Petitgout
Lowrys Environmental & Ecological Services, LLC
1823 Quinn Road
Chester, SC 29706
RE: McCoy Farms Development Site 22018.00
Dear Paul Petitgout:
D. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-18035
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
1 1:1 W. JONES STREET, RALEIGh i_ NC 27603 • 1CS1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC .19 707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
McCoy Farms Development Site
Project No. 22018.00
May 22, 2022
NCNHDE-18035
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group Observatio Occurrence Status tatus Rank Rank
j MM Date Rank
Freshwater 115 Villosa vaughaniana Carolina Creekshell 2019-06-19 E 3-Medium Endangered G2G3 S3
Bivalve
Natural Areas Documented Within Project Area
Site Name
CTB/Twelvemile Creek Aquatic Habitat
Representational Rating Collective Rating
R5 (General) C4 (Moderate)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on May 22, 2022; source: NCNHP, Q1, April 2022. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
McCoy Farms Development Site
Project No. 22018.00
May 22, 2022
NCNHDE-18035
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name
Common Name
O bserva
Date
Element Accuracy Federal State
Occurrence Status Status
Rank
i
Global State
Rank Rank
I
Freshwater
Bivalve
Freshwater 115
Bivalve
Freshwater Fish10412
Freshwater Fish4660
Vascular Plant 15141
29551 Villosa delumbis
Villosa vaughaniana
Etheostoma collis
Etheostoma collis
Rhus michauxii
Eastern Creekshell
Carolina Creekshell
Carolina Darter
Carolina Darter
Michaux's Sumac
2019-07-09
2019-06-19
2019-03-05
1994-06-13
1794-07-21
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating
CTB/Twelvemile Creek Aquatic Habitat R5 (General)
No Managed Areas are Documented Within a One -mile Radius of the Project Area
E 3-Medium
E 3-Medium
E 3-Medium
H? 3-Medium
H 5-Very
Low
Significantly G4 S4
Rare
Endangered G2G3 S3
Special G3 S3
Concern
Special G3 S3
Concern
Endangered Endangered G2G3 S2
Collective Rating
C4 (Moderate)
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on May 22, 2022
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
source
NCNHP, Q1, April 2022. Please
Page 3 of 4

NCNHDE-18035: McCoy Farms Development Site
Churcl,Fa
a
ti
rJ
leddington
]firnist Park
Weddirl9tO'
S
May 22, 2022
❑ NHP Natural Area (NHNA)
❑ Buffered Project Boundary
❑ Project Boundary
Rd
rc
Wesley Chapel
4irPort Rd
11,eaa:
0 of �O'
32.
-
3
C c
c
0 It.33 0.65 1.3 Miles
Sources: Esn, Anbus OS. USGS, NGA NASA, CGIAR, N Robinson, NCEAS,
NLS, OS, NMA, Geodalaslyrelsen, Rgkswaterstaal, GSA, Geoland FEM.
Inlermap and the G15 user community
Sources: Esn, NERE. Garmin, FAO, NOAA, USOS, 51 OpnnStreelMap
conlnbutars. and the G15 User Communrty
Page 4 of 4