20181502 Ver 2_Modification Request_20210514

Staff Review Form
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 2
20181502
Is this project a public transportation project?*
r Yes
r No
Reviewer List:* Alan Johnson:eads\adjohnsonl
Select Reviewing Office:*
Mooresville Regional Office - [phone]
Does this project require a request for payment to be sent?*
Yes
r
No
How much is
owed?*
r $240.00
r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
✓ For the Record Only (Courtesy Copy)
✓ New Project
✓ Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
✓ Pre -Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
DWR Pre -Filing Meeting Request Form (16).pdf 54.48KB
Date for Meeting Request 4/9/2021
ID# 20181502 Version 3
Project Contact Information
Name: Aliisa Harjuniemi
Who is submitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
18-1502V2
20170001 (no dashes)
Project Name: Cheyney
Is this a public transportation project?
r Yes
a No
Existing Version:
2
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)

Mecklenburg
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
2018-0103.Chenyney.5.11.21.PermitMod.pdf 10.95MB
Only pdf or krrz files are accepted.
Describe the attachments
or comments:
Please find attached a Permit Modification Request for Cheyney.
Sign and Submit
.....................................................................................................................................................................................................................
17 By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
• I, 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 agree that submission of this online 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 online form.
Signature:
e e;:e.k2TrT 6itft1. rr tre:
Submittal Date: Is filled in autonatically.

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder n Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: Cheyney
2. Work Type: Private n Institutional n Government n Commercial n
3. Project Description / Purpose [PCN Form B3d and B3e]:
The purpose of the project is to develop the property for single-family housing. This is a
modification request to a previously issued Nationwide Permit.
4. Property Owner / Applicant [PCN Form A3 or A4]: Mattamy Homes; POC: Mr. Brian Johnson
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Aliisa Harjuniemi, PWS
6. Related Action ID Number(s) [PCN Form B5b]: SAW-2006-41171
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
35.361839, -80.814918
East of the Independence Hill Road and Arthur Davis Road intersection
8. Project Location - Tax Parcel ID [PCN Form B1a]: 02716471 02716472 02716475-02716477 02716634-02716651, 02772327-02772351, and 02772132
9. Project Location — County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form B2a]: UT to Clarks Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Yadkin 03040105
Authorization: Section 10 n Section 404 n Section 10 & 404 n
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 27 & 29
n Regional General Permit #
n Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
n Compliance
n No Permit Required
Revised 20150602

g_,
CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Mr. Bryan Roden -Reynolds
U.S. Army Corps of Engineers, Charlotte Regulatory Office
8430 University Executive Park Drive
Charlotte, NC 28262
Mr. Alan Johnson
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury St., 9th Floor
Raleigh, NC 27604
Subject: Permit Modification Request
Cheyney (SAW-2006-41171)
Charlotte, North Carolina
CWS Project No. 2018-0103
Dear Mr. Roden -Reynolds and Mr. Johnson,
Date: May 11, 2021
The Cheyney site is approximately 163 acres in extent and is located east of the Independence Hill Road
and Arthur Davis Road intersection in unincorporated Mecklenburg County, North Carolina (Figures 1 and 2,
Attachment A). Mattamy Homes has contracted Carolina Wetland Services, Inc. (CWS) to provide Section
404/401 permitting services for this project. An executed Agent Authorization Form is attached (Attachment
B).
U.S. Army Corps of Engineers (USACE) has previously issued a Nationwide Permit Nos. 29 and 27
Verification for this project. This verification authorized 0.019 acre of permanent wetland impacts and 38 If of
permanent stream impacts for a road construction, 160 If temporary and 40 If permanent stream impacts for
four open trench sewerline crossings, 80 If temporary stream impacts for dam removal and stabilization, 1.1
acre of permanent pond impacts for conversion to stream channel, and 141 of temporary stream impacts to
restore the channel below two previously installed bottomless culverts.
This Permit Modification Request will request authorization for one additional open trench sewerline
crossing. This crossing was originally designed to be constructed utilizing jack -and -bore methods; however,
due to the rock that was recently encountered at the other stream crossings, it was determined that the
jack -and -bore method would not be feasible at this location. The new additional impacts total 10 If of
permanent stream impacts due to rip rap stabilization along banks and 40 If temporary impacts
associated with the utility line installation.
CWS is submitting a revised Pre -Construction Notification pursuant to Nationwide Permit No 29 to the
USACE for proposed impacts to the jurisdictional waters of the U.S. associated with developing the
subdivision into a single-family development.
The previously issue Nationwide Permit Verification and Jurisdictional Determination is included as
Attachment E (SAW-2006-41171)
A copy of the PCN application is being provided to the North Carolina Division of Environmental Quality
(NCDEQ) with a check of $570 for the 401 Water Quality Certification approval fee.

Cheyney
Transmittal Letter
May 11,2019
CWS Project No. 2018-0103
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-6
Attachment B - Agent Authorization Form
Attachment C - Overall Phasing Plan and List Property Owners
Attachment D - Permit Drawings
Attachment E - SAW-2006-41171 Nationwide Permit Verification and Preliminary Jurisdictional Determination
Attachment F - Water Quality Certification
Attachment G - Non -Notifying 12: Email Correspondence with Agencies
Attachment H - SHPO Correspondance
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should
you have any questions or comments regarding this report.
Sincerely,
4,A,
Aliisa Harjuniemi, PWS
Senior Project Manager
Gregg Antemann, PWS
Principal Scientist
Page 2 of 2

Office Use Only:
Corps action ID no.
DWQ project no.
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:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 and 27 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑x Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑x 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 III No
For the record only for Corps Permit:
❑ Yes ❑x 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.
❑x Yes ❑ No
lg. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
lh. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2. Project Information
2a. Name of project:
Cheyney
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Multiple, please see the attached list (Attachment C)
3b. Deed Book and Page No.
-
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
-
3e. City, state, zip:
-
3f. Telephone no.:
Contact Mr. Brian Johnson, Mattamy Homes: [phone] ext 3253
3g. Fax no.:
N/A
3h. Email address:
Contact Mr. Brian Johnson, Mattamy Homes: [e-mail]
Page 1 of 15
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑x Mattamy Homes
4b. Name:
Mr. Brian Johnson
4c. Business name
(if applicable):
Mattamy Homes
4d. Street address:
2128 Ayrsley Town Blvd., Suite 201
4e. City, state, zip:
Charlotte, NC 28273
4f. Telephone no.:
[phone] ext 3253
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Aliisa Harjuniemi, PWS
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.:
980-259-1222
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 15
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
02716471, 02716472, 02716475-02716477, 02716634-02716651,
02772327-02772351, and 02772132
1 b. Site coordinates (in decimal degrees): Latitude: 35.361839 Longitude: -80.814918
1 c. Property size:
163 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Clarks Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Yadkin (HUC 03040105)
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 property is approximately 163 acres in extent and is located east of the Independence Hill Road and Arthur Davis Road
intersection in unincorporated Mecklenburg County, North Carolina (Figures 1 and 2).
The land is being currently developed into a residential development under the Nationwide Permit authorization issued
in January 2020. Land use consisted of forested and agricultural land with a residential house and farming structures.
Surrounding land use consist of single-family subdivision, forested areas, and agricultural land. Interstate 485 is located along
the northern property boundary (Figure 3).
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) USDA-
NRCS Soil Survey of Mecklenburg County (Figures 4 and 5) on -site soils consist of ten different soil units. Of the on -site soils,
only Monacan loam is listed the Web Soil Survey database as containing hydric inclusions.
There are several jurisdictional waters of the U.S. located within the property. These waters consist of seven jurisdictional
stream channels (Streams A-G), nineteen jurisdictional wetlands (Wetlands AA-QQ), and four jurisdictional ponds.
There are several old stream crossings located within the Cheyney property. These old crossings were permitted under non -
notifying NWP26 and are further discussed in Section 5b in this PCN.
3b. List the total estimated acreage of all existing wetlands on the property:
0.457 acre wetland, 1.2 acre pond
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,528 linear feet of
perennial stream, 772 If intermittent stream
3d. Explain the purpose of the proposed project:
The purpose of this project is to develop the property into a single-family residential subdivision. This project will provide
residential housing for Charlotte, North Carolina to meet the growing demand for housing due to population growth.
Page 3 of 15
PCN Form — Version 1.4 January 2009

3e. Describe the overall project in detail, including the type of equipment to be used:
The project proposes developing the site for a single-family residential development. Construction of this project requires one
road crossing over stream and two small wetlands and six open trench sewerline crossings. Fill for a road will result in 0.019
acre of permanent impacts to Wetlands AA and BB (W1 and W2) and 38 If permanent impacts to Stream A (S1).
Previously Authorized Impacts
The Cheyney General Permit Verification for Nationwide Permit Nos. 29 and 27 (NWPs 29 and 27) was issued on January 23,
2020 (SAW 2018-02179; Attachment A). The 2017-2022 Nationwide Permits will expire on March 18, 2022. Therefore, the
permit verification is still valid. The Section 401 Water Quality Certification WQC # 4133 was issued on December 17, 2019
(Attachment B).
This verification authorized 0.019 acre of permanent wetland impacts and 38 If of permanent stream impacts for a road
construction, 160 If temporary and 40 If permanent stream impacts for four open trench sewerline crossings, 80 If temporary
stream impacts for dam removal and stabilization, 1.1 acre of permanent pond impacts for conversion to stream channel, and
141 of temporary stream impacts to restore the channel below two previously installed bottomless culverts.
Non -Notifying NWP12
The original construction drawings called for sewerline installation using jack and bore right below the Pond A, but during
installation part of the stream collapsed. As this impact did not involve clearing of forested wetland and the duration of the
disturbance was temporary, this additional open cut crossing was permitted under non -notifying NWP 12. The stream and
stream banks were restored back to original grade and elevation per the DEQ and USACE comments. The email
correspondence with the DEQ and USACE is included as Attachment G. The additional temporary impacts under the Non -
notifying NWP 12 totaled 20 linear feet (S14).
New Impacts 2021
This Permit Modification Request will request authorization for one additional open trench sewerline crossing. This crossing
was originally designed to be constructed utilizing jack -and -bore methods; however, due to the rock that was recently
encountered at the other stream crossings, it was determined that the jack -and -bore method would not be feasible at this
location. The new additional impacts total 10 If of permanent stream impacts due to rip rap stabilization along bank and 40 If
temporary impacts associated with the utility line installation.
Page 4 of 15
PCN Form — Version 1.4 January 20
9

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
❑x Yes ❑ No ❑Unknown
Comments:
4b. If the Corps made the jurisdictional determination,
what type of determination was made?
❑x Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other: CWS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Preliminary Jurisdictional Determination dated January 24, 2019 is included in the Attachment E (SAW-2006-41171).
5. Project History
5a. Have permits or certifications been requested or
obtained for this project (including all prior phases) in
❑x Yes ❑ No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
Previously Authorized Impacts and Permit Modification Request
U.S. Army Corps of Engineers (USACE) has previously issued a Nationwide Permit Nos. 29 and 27 Verification for this project.
This verification authorized 0.019 acre of permanent wetland impacts and 38 If of permanent stream impacts for a road
construction, 160 If temporary and 40 If permanent stream impacts for three open trench sewerline crossings, 80 If temporary
stream impacts for dam removal and stabilization, 1.1 acre of permanent pond impacts for conversion to stream channel, and
141 of temporary stream impacts to restore the channel below two previously installed bottomless culverts.
The previously issue Nationwide Permit Verification and Jurisdictional Determination is included as Attachment E (SAW-2006-
41171).
Non -Notifying NWP12
The original construction drawings called for sewerline installation using jack and bore right below the Pond A, but during
installation part of the stream collapsed. As this impact did not involve clearing of forested wetland and the duration of the
disturbance was temporary, this additional open cut crossing was permitted under non -notifying NWP 12. The stream and
stream banks were restored back to original grade and elevation per the DEQ and USACE comments. The email
correspondence with the DEQ and USACE is included as Attachment G. The additional temporary impacts under the Non -
notifying NWP 12 totaled 20 linear feet (S14).
New Impacts
This Permit Modification Request will request authorization for one additional open trench sewerline crossing. This crossing
was originally designed to be constructed utilizing jack -and -bore methods; however, due to the rock that was recently
encountered at the other stream crossings, it was determined that the jack -and -bore method would not be feasible at this
location.
Adjoining Subdivision - Meridale
The adjoining subdivision, Meridale, resulted in approximately 0.087 acre of permanent wetland impacts (SAW-2007-01172).
These impacts are counted cumulatively with this permit. The same permit authorized also a permanent stream impact
associated with a road crossing, but a site inspection revealed that a bottomless culvert was installed instead of a previously
permitted box culvert, resulting in no permanent impacts to jurisdictional stream channels.
6. Future Project Plans
6a. Is this a phased project?
❑x Yes ❑ No
Page 5 of 15
PCN Form — Version 1.4 January 2009

6b. If yes, explain.
The Cheyney project consist of four phases as depicted in the overview map. All four phases are included to this permit
application. This project will not result in additional phases in foreseeable future.
The Cheyney is not another phase to the adjoining Meridale project. The Meridale was originally developed by different
developer and the Cheyney site has independent utilities and access. However, as these two subdivisions are both currently
owned by Mattamy Homes and share connecting road, the impacts are treated cumulatively.
Page 6 of 15
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 ❑x Streams — tributaries ❑ Buffers ❑x 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.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
W1
p
Fill
Headwater Forest
Yes
Corps
0.013
W2
p
Fill
Headwater Forest
Yes
Corps
0.006
W3
_
W4
W5
W6
2g. Total Wetland Impacts:
0.019
2h. Comments:
Permanent impacts to jurisdictional wetland total 0.019 acre.
Page 7 of 15
PCN Form — Version 1.4 January 2009

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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream
name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
P
Fill
Stream A
PER
Corps
3
38
S2
P
Bank Stabilization
Stream A
PER
Corps
5
10
S3
T
Open Trench Sewer Crossing
Stream A
PER
Corps
5
40
S4
P
Bank Stabilization
Stream G
INT
Corps
3
10
S5
T
Open Trench Sewer Crossing
Stream G
INT
Corps
3
40
S6
P
Bank Stabilization
Stream F
INT
Corps
3
10
S7
T
Open Trench Sewer Crossing
Stream F
INT
Corps
3
40
S8
T
Bank Stabilization
Stream E
PER
Corps
5
40
S9
T
Dewatering
Stream E
PER
Corps
5
40
S10
T
Stream Restoration
UT1
INT
Corps
3
62
S11
T
Stream Restoration
UT2
PER
Corps
5
79
S12
T
Bank Stabilization
Stream E
PER
Corps
5
10
S13
T
Open Trench Sewer Crossing
Stream E
PER
Corps
5
40
S14
T
Open Trench Sewer Crossing
Stream E
PER
Corps
5
20
S15
p
Bank Stabilization
Stream A
PER
Corps
5
10
S16
T
Open Trench Sewer Crossing
Stream A
PER
Corps
5
40
3h. Total stream and tributary impacts
529
3i. Comments:
Permanent stream impacts total 88 If.
Loss of stream channel total 38 If
Temporary stream impacts total 451 If
S8 — no work in the stream channel, restricted to the stream bank entirely. S9 — dewatering measures used in the pond removal
and stream restoration construction.
Impacts S10 and S11 are within existing Meridale subdivision. No Jurisdictional Determination is requested for this area.
Impacts to Cheyney are considered cumulatively due adjacency.
Page 8 of 15
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 individually 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
p
Pond A
Drainage
Pond
1.1
02
_
Choose One
Choose
03
_
Choose One
Choose
04
_
Choose One
Choose
4f. Total open water impacts
1.1
4g. Comments: 1.1-acres of permanent open water impacts, with no permanent loss of waters associated with the impacts since
a stream restoration project will be completed within the pond footprint.
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
_
Yes/No
B2
_
Yes/No
B3
_
Yes/No
B4
_
Yes/No
B5
-
Yes/No
B6
-
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 9 of 15
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid and minimize impacts to jurisdictional waters of the U.S., the Cheyney site was delineated prior to finalizing the site
plan. Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable while still
meeting the project goals. The proposed permanent impacts associated with this project are minimal and draining the pond in
order to restore the stream will provide ecological uplift.
The proposed development will avoid most on -site jurisdictional waters. However, a proposed 0.019 acre permanent wetland
impact and 38 linear feet permanent stream impacts are required to provide street connectivity and comply with City of Charlotte
ordinances. Based on the City of Charlotte set back requirements and required road network connectivity, avoiding the impacts
to wetlands would have adverse impacts on the site layout.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Silt fence will be
installed around the jurisdictional features, outside of the avoided wetlands, streams and ponds. Construction activities and
impacts to on -site jurisdictional waters of the U.S. will comply with all conditions of Nationwide Permit Nos. 27 and 29.
All work will be completed in dry and the temporary dewatering system will be removed after the work has been completed.
The disturbed stream bed will be returned to existing grade and the stream banks will be graded to 2:1 slope, matted, and
stabilized with seeding and live stakes. No rip rap will be placed in the streambed other than along the banks below the
ordinary high watermark for the sewerline crossings. The width of the rip rap along the stream bank will be limited to 10 linear
feet.
The proposed sewerline construction corridors are wider than 40 ft. Installing the sewerline per the specifications and the
required by-pass pumping will require a wider corridor. However, the proposed impacts for each of the crossings are limited to
50 If.
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?
❑x Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑x Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑x Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Type: Choose One
Type: Choose One
Quantity:
Quantity:
Quantity:
Page 10 of 15
PCN Form — Version 1.4 January 2009

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑x 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:
0.106 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: Acceptance letter from DMS was included in the original permit submittal.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 11 of 15
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
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ❑x No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The site is not adjacent to protected NC Riparian Buffers.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
>24 %
2b. Does this project require a Stormwater Management Plan?
❑x Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The City of Charlotte has reviewed the stormwater plan. The preliminary location of the Stormwater Control Measures (SCM)
are depicted in the overall plan vie (Attachment D). Due to buffer requirements along the existing streams and wetlands, the
SCM outlets will drain through the buffers as overland flow prior to reaching the existing streams or wetlands.
A copy of the stomwater plan will be provided to NCDEQ per request.
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Charlotte
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑x Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑x No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 15
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
use of public (federal/state) land?
❑Yes ❑x No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
❑ Yes ❑ No
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.)
Comments:
❑ Yes ❑ No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑ Yes ❑x No
2b. Is this an after -the -fact permit application?
❑ Yes ❑x 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. WII this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
❑Yes ❑x No
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 project will not result in cumulative impacts to jurisdictional waters in foreseeable future.
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.
Sewerlines will be connected to an existing off -site municipal sewerline in the southeastern property corner. On -site
sewage will be treated off site at a Charlotte treatment plant.
Page 13 of 15
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
habitat?
❑x Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑Yes ❑x No
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
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 (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 April 18, 2018 to
determine if any record occurrences of federally -listed, candidate endangered, threatened species, or critical habitat were
located within the project limits. The results of the desktop review and habitat assessment are included in the Protected Species
Habitat Assessment Report included in the original permit submittal.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x 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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑Yes ❑x No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
https://nc.maps.arcgis.com/apps/webappviewer/index.html?id=79ea671 ebdcc45639f0860257d5f5ed7
TRC conducted a cultural resources survey on approximately seven acres of the Cheyney Tract corresponding to the Permit
Areas defined by the USACOE. A total of 44 shovel test pits were excavated in which no archaeological resources were
identified. TRC recommended that no significant cultural resources will be impacted and no further work is necessary. SHPO
concurred with the TRC's findings and recommendations. A copy of the SHPO concurrence letter is included as an Attachment
F.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑x No
8b. If yes, explain how project meets FEMA requirements:
.No aboveground fill is proposed within FEMA floodplain.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710455900K
Page 14 of 15
PCN Form — Version 1.4 January 2009

Ms. Aliisa Harjuniemi
Applicant/Agent's Printed Name
Applicant/Agent's Signature (Agent's
signature is valid only if an authorization letter
from the applicant is provided.)
5.11.21
Date
Page 15 of 15
PCN Form — Version 1.4 January 2009

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT A:
Figures 1-6

Kentucky
State Location Extent
WM`
Tennessee
Virginia
rillin i itilitr
4114ei
�� North Carolina -
1410r
i OA*
South Carolina
Georgia
r Creek
lature
3 Se rye
9r
J../arrifr
a
Hornets Nest
Regional Park
4f c
fz13
cr.
hi Rd
Aland
North
Lake kb II
5yn
Rd
orth
Lake
rlf,age
21
Rd
Nevin
Ramona! Park
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018.
1
NnrfifPt y'
Oehler
Oral'
Sky brook
"h Pc Ong CLPek C eo, - Golf Club r
"� m
9
m
Fe`` Eastfeln
Regional
Park
r `
rJ
A Highlarrl
Q C rtc 1:
-.io ff club
P*6
C.h �y
4�
Ribtu nEvalk
Nature
Mallard
Creek
High Mallard
Creek
Regiatrat Park
t b
4-
0
a a Ti.1•-irrr?ri 2
,.:M a
n a
R,y
CL
"vif�S F:
Legend
Project Limits (163 ac.)
5,000 2,500 0 5,000 Feet
SCALE
1 inch = 5,000 feet
DATE
10/9/2018
CWS PROJECT NO:
2018-0103
DRAWN BY:
MLS
COORDINATES:
35.361947, -80.815124
CHECKED BY:
CAG
CAR❑LINA
WETLAND SERVICES
Vicinity Map
Cheyney
Mecklenburg County
Charlotte, North Carolina
FIGURE NO.
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0103 Meridale Bolt-On\Permit (NVVP 29)\ArcGIS\Figurel_Vicinity.mxd

REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): DERITA, NC AND CORNELIUS, NC (2017).
_L+RrVIEW 8p
-_4A Kr,
2,000 1,000
0
2,000 Feet
SCALE: DATE:
1 inch = 2,000 feet
10/9/2018
CWS PROJECT NO:
2018-0103
DRAWN BY:
MLS
COORDINATES:
35.361947, -80.815124
CHECKED BY:
CAG
CAROLINA
WETLAND SERVICES
USGS Topographic Map
Cheyney
Mecklenburg County
Charlotte, North Carolina
FIGURE NO.
2
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0103 Meridale Bolt-On\Permit (NVVP 29)\ArcGIS\Figure2_USGS.mxd

Legend
Project Limits (163 ac.)
Roads
Tax Parcels
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI,
DATED 2017. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2017.
SCALE:
1 inch = 500 feet
CWS PROJECT NO:
2018-0103
COORDINATES:
35.361947, -80.815124
DATE:
10/9/2018
DRAWN BY:
MLS
CHECKED BY:
CAG
CAROLINA
WETLAND SERVICES
Aerial Imagery
Cheyney
Mecklenburg County
Charlotte, North Carolina
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0103 Meridale Bolt-On\Permit (NVVP 29)\ArcGIS\Figure3_Aerial.mxd
FIGURE NO.
3

CeB2 paE
Ce
CeB2
CeB2
CeD2
DaB
EnB
IrB
MeB
MeD
MO
PaE
W
WkD
CeD2 HeB
., aVOy0r Y
Map Unit Name and Symbol
Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded
Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded
Davidson sandy clay loam, 2 to 8 percent slopes
Enon sandy loam, 2 to 8 percent slopes
Iredell fine sandy loam, 1 to 8 percent slopes
Mecklenburg fine sandy loam, 2 to 8 percent slopes
Mecklenburg fine sandy loam, 8 to 15 percent slopes
Monacan loam, 0 to 2 percent slopes, frequently flooded
Pacolet sandy loam, 15 to 25 percent slopes
Water
Wilkes loam, 8 to 15 percent slopes
Hydric (Y/N) Coverage (%)
No
No
No
No
No
No
No
Yes
No
No
No
Totals for Area of Interest:
12.7
2.7
7.2
3.3
0
41
23.2
6.8
1.5
0.8
0.7
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2017.
1,000 500 0
1,000 Feet
SCALE: DATE:
1 inch = 1,000 feet
CWS PROJECT NO:
2018-0103
COORDINATES:
35.361947, -80.815124
10/9/2018
DRAWN BY:
DJZ
CHECKED BY:
CAG
CAROLINA
WETLAND SERVICES
USDA-NRCS Current Soil Survey FIGURE NO.
of Mecklenburg County
Cheyney
Mecklenburg County
Charlotte, North Carolina
G:\Team Drives\Consulting Team Drive \2018\2018 Consu ting Projects\2018-0103 Meridale Bolt-On\Permit (NVVP 29)\ArcGIS\Figure4_CurrentSoils.mxd
4

Arthur Davis Road
Cr-.4
WM)
Eng
Old Statesville Road
P A
‘44-1141
P.E
COD:
Map Unit Name and Symbol Hydric (Y/N) Coverage (%)
.CeB2 Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded No 12.7.
CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No 2.7
DaB Davidson sandy clay loam, 2 to 8 percent slopes No 7.2
EnB Enon sandy loam, 2 to 8 percent slopes No 3.3
IrB Iredell fine sandy loam, 1 to 8 percent slopes No 0
MeB Mecklenburg fine sandy loam, 2 to 8 percent slopes No 41
MeD Mecklenburg fine sandy loam, 8 to 15 percent slopes No 23.2
MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes 6.8
PaE Pacolet sandy loam, 15 to 25 percent slopes No 1.5
1/V VVater No 0.8
VVkD Wilkes loam, 8 to 15 percent slopes No 0.7
Totals for Area of Interest: 100
-.1111' L'OCIME01110/FACWRZ•
r.ce Le
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY, NC, SHEET 4, DATED 1976.
I-4 013
rrB
Wkr)
Ceti?
co
Project Limits (163 ac.)
2,000 1,000 0
i
Fret'
f
2,000 Feet
4
SCALE: DATE:
1 inch = 2,000 feet
CWS PROJECT NO:
2018-0103
COORDINATES:
35.361947, -80.815124
10/9/2018
DRAWN BY:
MLS
CHECKED BY:
CAG
CAROLINA
WETLAND SERVICES
USDA-NRCS Historic Soil FIGURE NO
Survey of Mecklenburg County
Cheyney
Mecklenburg County
Charlotte, North Carolina
GA -ream Drives\Consulting Team Drivef2018 2018 Consulting Projects\2018-0103 Meridale Bolt -On \Permit (NVVP 29) fArcGIS Figure5_HistoricSoils.mxd
5

Branthurst Dr
ft Haven Dr
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2018.
BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017.
SCALE
■ i 11
1 inch = 1,000 feet
CWS PROJECT NO:
2018-0103
COORDINATES:
35.361947, -80.815124
DATE
10/9/2018
DRAWN BY:
MLS
CHECKED BY:
CAG
CAROLINA
WETLAND SERVICES
Golden Pond Dr
l \
Legend
Project Limits (163 ac.)
Roads
National Wetlands Inventory
Freshwater Forested/Shrub Wetland
Freshwater Pond
/Oi< Y I Q I h
1,000 500 0 1,000 Feet
National Wetlands Inventory
Cheyney
Mecklenburg County
Charlotte, North Carolina
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0103 Meridale Bolt-On\Permit (NVVP 29)\ArcGIS\Figure6_NWI.mxd
FIGURE NO.

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT B:
Agent Authorization Form

AGENT CERTIFICATION OF AUTHORIZATION
I, Brian Johnson, representing Mattamy Corp, hereby certify that I have authorized Aliisa
Harjuniemi 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.
Mecklenburg County
Parcel ID
Applicant Name
Owner/Representative
Address
02716471, 02716472,
02716475-02716477,
Mattamy Corp
02716634-02716651,
POC: Brian Johnson
2025 Ayrsley Town Blvd, Suite 1104
02772327-02772351,
Email:
Charlotte, NC 28273
and 02772132
[e-mail]
Phone:[phone] ext 3253
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized signature
11/22/19
Date
Agent's signature
11.22.19
Date
Completion of this form will allow the agent to sign
all future application correspondence.

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT C:
Overall Phasing Plan and List Property Owners

PHASE 2
PHASE 2C
PHASE 4
sJ
PHASE 3
PHASE11,
G•Y15 L.•
-�. 151E161.
VICINITY MAP
SCALE: 1" = 2,000'
N/F
CAROLINA PROPERTIES
DB 32422 PG 323
TAX# 019-15-113
/F
DB CAROAs PROPERTIES
DB 32422 PG 34
TAx# 019-15-114
N/F
JOHN MAXWELL
DB 14185 PG 152
TAX# 019-15-141
F /
JOHN MAXWELL
DB 232341 PG 758
TAX# 027-62-104
EXIST. RAILROAD
RIGHT OF WAY
N/F
DAVIS REAL ESTATE 11 LLC
DB 29751 PG 493
TAX# 027-18-122
ZONING: R-3
USE: SINGLE FAMILY
RESIDENTIAL
N/F
MATTAMY CAROLINA
CORPORATION
DB 33241 PG 693
TAX# 027-181-86
ZONING: R-3
USE: SINGLE FAMILY
RESIDENTIAL
PHASE 2C
LOT 0261
REMOVED FROM
PLANS
N/F
ROSE K DAVIS
DB 954 PG 122
TAX# 027-18-103
ZONING', MX-3
USE: SINGLE FAMILY RESIDENTIAL
N/F
CHURCH/CHARLOTTE NC
INC INDEPENDENCE HILL
BAPTIST
DB 15103 PG 404
TAX# 027-18-118
ZONING MX-
USE:--RIGHT OF WAY
EXIST- RAILROAD
RIGHT OF WAY
N /F
ROSE K DAMS
DB 30900 PG 557
TAX# 027-18-126
ZONING: MX-3
USE: SINGLE FAMILY RESIDENTIAL
EXIST. RAILROAD
RIGHT OF WAY
N/F
SILAS W DAVIS
TAX# 027-18-1,
DB 25712 PG 500
TAX# 027-18-124
EXIST. PROPERTY
BOUNDARY
N/F
FAMILLLC
iA%k40e9Y15427
INTERSTATE 1-485
PUBLIC R/W WIDTH VARIES
NCDOT PROD# R-2248D & R2248E
DB 18282 PG 254
DB 29,3 PG 326
(CONTROLLED ACCESS)
FUTURE
PHASE 2
PLANS BY
ASSOCIATES INC.
P
us DRF 018a00331
EXIST. PROPERT
BOUNDAR
EXIST. INTERNAL
PROPERTY BOUNDARY
PHASE 5
FUTURE \ 4
(LAYOUT CT
TO CHANGE)1
EXIST. PROPERTY
BOUNDARY
N/F
ROSE K DAVIS
DR 3090D PG 557
TAX4 027-18-185
ZONING MX-3
USE: SINGLE FAMILY
RESIDE N.TIAL
N/F
ROSE K DAMS
DB 30900 PG 557
TAX# 027-18-125
ZONING: MX-3
USE: SINGLE FAMILY
RESIDENTIAL
EXIST. PROPERTY
BOUNDARY
MATTAMY CAROLINA
CORPORATION
DB 33241 PG 693
TAX# 027-181-86
ZONING: R-3
USE: SINGLE FAMILY)5
RESIDENTIAL yr /
INTERSTATE 1-485
PUBLIC R/W WIDTH VARIES
NCDOT PROD# R-2248D & R2248E
DB 18282 PG 254
DB 29,3 PG 326
(CONTROLLED ACCESS)
230 229 228 227 226 225
CHEYNEY PARK DR E
45
46
APPROVED PHASE 1
(SEE PLANS BY ESP
ASSOCIATES, INC.
SDRMU-2018L0117)
\ / / 22
PHASE 4 V%
N/F
MATTAMY CAROLINA
CORPORATION
DB 33241 PG 593
TAX# 027-181-86
rvXT
ASSOCIATION, INC
DB 15614 PG 563
COS, 0
ZONING,
NA1
9 9
68' DUKE POWER
RIGHT OF WAY
DB 2217 PG 9
DB 26709 PG 251
133 130 135 136 137 138
EXIST INTERNAL
PROP RTY LINE
EXIST.
62 DISTRICT ZONING
63 BOUNDARY
INTERSTATE 1-485
PUBLIC R/W WIDTH VARIES
NCDOT PROD# R-2248D &R2248E
DB 28796 PG 140
(CONTROLLED ACCESS)
[EXCEPTION 4251
N/F
MATTAMY CAROLINA
CORPORATION
DB 33241 PG 693
TAX# 027-181-86
ZONING MX-3
USE: SINGLE FAMILY
RESIDENTIAL
FUTURE
PHASE 3
PLANS B
ASSOCIATES
INC.
ACCELA
aSORF 201sa00331
EXIST.
PROPERTY
LINE
EXIST.
MERIDALE
�SUBD V SON
AMBER RIDGE HOMEOWNERS
ASSOCIATION. INC.
DB 11008 PG 594
COS, MB 30 PG 635
7AX# 027-61-167
N/F
MATTAMY CAROLINA
CORPORATION
DB 33241 PG 693
TAX# 02,181-86
l
N/F
MATTAMY CAROLINA
CORPORATION
DB 28746 PG 796
TAX# 027-72-353B
PLAN ID
OWNER DB
GII112I:1AN60 119.111r-FY A:
)7:x2
DARYL K P6•D6EY
OT,S 3 R F.I D &
CIlANTAr 11 Rrlr1
1 E625
415
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0?716472
14 P P.OPER TY 6 ARR I
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1661L1L.P ITS INC
521
0?716475
R JTH A N N E V ECCII ITTO 1•146S
RJTH ANNF VECCHITTC .322:3
7r03 C. IIORIEN 12174
390
•(58
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02710470
02715477
1127114,14
GILBERT P SANKSIR&
153 ±
12Y1'F`TE S RANKS
7:
0?71C435
4.U5T1\ 4R(1•IC 2.4773
38
0271G63G
10
11
12
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C•,P.•STOPH[R 3A LER&
0?93
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RR AN 0I 1.1 RI AC KM.I Rh 291(1:
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0?7(6630
02710E40
0271GG4]
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15
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11:141
ILIr11 rr: A Mi0Gf 1:
AVINDE RUDOLPH &
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( IN FEET)
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027723.18
112772'149
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REVISED PER CITY OF CHARLOTTE COMME
OVERALL PHASE SITE PLAN
CHEYNEY PHASE 4
CHARLOTTE, NORTH CAROLINA
MATTAMY HOMES
PROJECT INFORMATION
PROJECT MANAGER
MRR
DESIGNED BY:
RHJ
DRAWN BY:
RHJ
PROJECT NUM3ER:
FN29430
ORIGINAL HATE:
B10212➢19
Know what's below.
CaII before you dig.
SHEET
C2.0

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT D:
Permit Drawings

FOR USACE PERMITTING ONLY.
/
/
W1-W2,S1
(authorized
1.24.19,
SAW-2006-
41171)
mroasrArE I-.ss
xc anaex-:z.m a xzzuE
(corm"ACCES)
tot
oge
onCr
o
PROP. BMP
(LOCATION SUBJECT -
TO CHANGE)
FUTURE
PHASE 4
(LAYOUT
CHANGEECT
)
Ne' pen -cut Sewer Crossing:
S15 &S16
See Sheet 8
PNIL xoREBECCA J. CANDY
MEI gliPr
PROP. BMP
I
Pnc M' 117 VuaES
ai art-zzuo x nz24a
(coxrxa.rn ACCEs)
�TURE
PHASE 2
1 (LAYOUT SUBJECT
TO CHANGE)
/��
PROP. B
(LOCATI
SUBJECT TO
CHANGE)
S6-S
(auth
SAW 2006 41171)
mrmsTATE I-1e5
M MOTH VeraES
xcoor oe ieise rc®iw fl3z1�
(coxmuLm "As)
[Exasrax ersl
X )( 1
dig
FUTURE
PHASE 3
(LAYOUTSUBJECT
TO )
MP
ON
orized 1.24.19,
PAAS*
0
FUTURE
CCE
GN PM
QR)�a/
PUBV
(LOCATION S12-S13
SUBJECT
CHANGE) (authorized 1.23.2020,
_ r SAW-2016-41171)
y ; ��
•
TO STREAM E
(SEE PLAN AND SECTION
VIEWS FOR TAI
PROP. BMP
(LOCATION SUBJECT
TO CHANGE)
Non -Notifying NWP12
- S14: 20 lf temporary impacts
(open -cut sewer installation and soft
bank stabilization)
P. BMP
U
(LOCATION
BJECT TO 1/,
CHANGE)
n
•
casx, 02.ws G gas
rA
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND
SURVEY OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED
9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED
4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY
OF: MERIDALE-MAXWELL PROPERTY BEING 166.8± ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
\4.
CHEYNEY IS A SINGLE AND COMPLETE DEVELOPMENT. MERIDALE IS
AN EXISTING DEVELOPMENT THAT CONNECTS TO CHEYNEY.
*# •
0 0.
vie
S8-S9, 01
Proposed Pond Drain
Stream Restoration
(authorized 1.24.19,
SAW-2006-41171)
al
011
s
0.
ng and
EXIST.
MERIDALE
SUBDIVISION
W pi
i gRa,,°y
S2-S5
(authorized 1.24.19,
SAW-2006-41171)
s10-s11
Bottomless Culverts within Meridale
Subdivision
(authorized 1.24.19, SAW-2006-41171)
200.
GRAPHIC SCALE
( IN FEET )
1 INCH = 400 FT.
PROJECT NUMBER: FN29.400
DATE. OCTOBER 25, 2018
SCALE. AS SHOWN
EE
DRAWN BYICHK B
1-
m
W
1-
Q
J
W O-
>- W
C.) N • CC
aCI
C1
Z
J
H
w
CHARLOTTE (ETJ), NC
PREPARED FOR: MATTAMY CAROLINA CORPORATION

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
PHASE 5 STORMS
DRAINAGE SYSTEM
PHASE 5 SANITARY
SEWER SYSTEM
EDGE OF
PAVEMENT
CONCRETE
SIDEWALK
RIGHT
OF WAY
W1-Wetland AA
- 0.013 acre permanent
impact (fill)
CHEYNEY PHASE 5
SUBDIVISION
(SEE PLANS BY ESP
ASSOCIATES, INC.)
PHASE 5 RETAINING WALL
PHASE 4 STORM
BYPASS DRAINAGE
SYSTEM
?9
Til►!��►
A,{` r IMPACT, WETLAND
/\\_ 4 \ AA (573 SF)
?T
WEEXIST.
TLAND '7
V NA
—
•
829
82j
S1 - Stream A
- 38 if permanent
impact (fill)
N \
N
BBB
1111)II 827 ,r r— `, 1
28 6--�_�ir.
IIIYI..ii AAT `e /
44 / I�1
EXIST. IllikAlk o
W2-Wetland BB
ro - 0.006 acre
permanent impact
EXIST. (fill)
WET EXIS I. IOP—'
BUFFER (TYP.) OF BANK
,•
EXIST. 50'
PCCO BUFFER
\ I EXIST.
INTERMITTENT
STREAM A
PROP. PERMANENT y 1
IMPACT, INTERMITTENT
STREAM A (38 LF)• r)0
PHASE 4 SANITARY
SEWER SYSTEM
CHEYNEY PHASE 4
SUBDIVISION
(SEE PLANS BY ESP
ASSOCIATES, INC.)
PROP. PERMANENT
IMPACT, WETLAND BB 1
(282 SF) 1 I 1 /
PHASE 4 STORM
DRAINAGE SYSTEM
PHASE 4 RETAINING WALL
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
7L
PROP. WETLAND IMPACT AREA �0
`O 0 0 0 0 0 0 0 0 0 0 0❑
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
GRAPHIC SCALE
BRAWN BY/CHK B
16o
( IN FEET )
1 INCH = 40 FT.
H
2
w

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
4. SEE EXHIBIT 2 FOR PLAN VIEW OF IMPACTS.
GRAPHIC SCALE
( IN FEET )
1 INCH = 40 FT.
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
820
PROP. 8"
SAN. SWR.
810
PROP.
PERMANENT
FILL OVER
WETLANDS AA
800
790
J
c4
Z.'
D
U.
I—
Z
.4F
O
CD
IQ
0
W
~I
J
rIp
=
O_.
K
5
G
N
Z
PROP.
& GRADE
"I-
N
o
F
o°°
.20
°oo00.0.0
.00.00
/Ai • 's
°
'9
..,i
11
1
]
illk,..GRADE
/ /
EXIST.
PROP
—
—
PERMANENT
— FILL OVER
INTERMITTENT
STREAM A
III
PROP.
PERMANENT
FILL OVER
WETLANDS
BB
A
A'
FOR USACE PERMITTING ONLY.
BRAWN BY/CHK B
w
- LU
m
L
X O
w
d
0LU
Z Q F
w
U Q
03
CO
a
0 oeS
J o
F � �
w z
Q
o
I—
K
0

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
EXIST. 100 YEAR-\
GRAPHIC SCALE
TEMP. BYPASS PUMPING
EXIST. 100' (SEE CLDSM STD. NO. 30.22A)
PCCO BUFFER _ (SEE IMPACT EXHIBIT 8)
F _ / G6
PROP. TEMPORARY
IMPERVIOUS DIKE
S4 - Stream G
- 10 if pennanent impact (rip rap stabilizatio
along banks)
S5 - Stream G
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
EXIST. 15'
UPLAND ZONE
SWIM BUFFER
EXIST. 20'
STREAM SIDE .
ZONE SWIM
BUFFER
EXIST.
PROPERTY \
BOUNDARY
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD) L
(SEE EXHIBIT 9 FOR STREAM BANK
RESTORATION) I.
\ \--....__ IO
PROP. TEMPORARY
IMPERVIOUS DIKE\4***
RIP RAP APRON FOR
PROP. TEMPORARRBYPASS DISCHARG
/\ PROP. TEMPORARY 4:
DEWATERING DEVICE
TEMP. TIMBER BRIDGE
- BY OTHERS
(CONTRACTOR
RESPONSIBLE FO
DE IGN)
EXIST.
TOP OF
BANK
EXIST. TEMP. BYPASS PUMPING
ADJACENT (SEE CLDSM STD. NO. 30.22A)
PROPERTY (SEE IMPACT EXHIBIT 8)
BOUNDARY
PROP. TEMPORARY
IMPERVIOUS DIKE
i
( IN FEET )
1 INCH = 40 FT.
EXIST.
INTERMITTENT
STREAM G
PROP. TEMPORARY
IMPACT, INTERMITTENT
STREAM G (50 LF FOR
\ SEWER INSTALLATION
AND BYPASS PUMPING)
PROP. GRAVITY
SEWER TRUNK LINE
EXIST. 50'
PCCO BUFFER
\ ('\\\
\\ \
�69 \\ \\\
\ \\\.
EXIST.
PROPERTY
BOUNDARY
\ 'EXIST. 100'
PCCO BUFFER
\ \\
EXIST. 100 YEAR
STORMWATER
ELEVATION
•111y,,
8&_1‘1-
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
PROP. WETLAND IMPACT AREA O❑❑ 00 0 0 00 0 0 0 O❑
`O❑00000000000�
EXIST.
PERENNIAL
STREAM
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT9 FOR STREAM BANK
RESTORATION)
B
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
S2 - Stream C
- 10 if pennanent impact (rip rap stabilization
along banks)
S3 - Stream C
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
TEMP. TIMBER BRIDGE - BY OTHE
(CONTRACTOR RESPONS
ESIGN)
PROP. TEMPORARY IMPACT,
PERENNIAL STREAM C (50 LF
FOR SEWER INSTALLATION AND
BYPASS PUMPING)
PROP. TEMPORARY
RIP RAP APRON FOR
\ASS DISCHARGE
\
PROP. TEMPORARY
DEWATERING DEVICE
PROP. TEMPORARY
IMPERVIOUS DIKE
BRAWN BY/CHK B

O
O
O
770
760
BOTTOM OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
750
740
O
B
Q►
..........
I.........
..........
.... EXIST. ...
I.... GRADE ...I
....EFI.i.,
..WAIMS.I1.!
,�E,1 �.��,
r are■■■■■1
MEN��
1.0' VERT. DIST.
..i_�uI_
1i�!_.
Mi �■�!!II■■�I■I�■,
.■..Y�iilxi�iY�i�i��.
....[iT« iT FF
....MZ©....
■■■■■■■■■■
MENIMIVINEN
MII=MM....
EliffiliftitiEIN
NEECEEMMINE
..........
..........
..........
..........
..........
O
CO
co
0)
r
CO
10
1{i
GRAPHIC SCALE
N
a
0
a
PROP. 8" SAN.
SWR.
( IN FEET )
1 INCH = 40 FT.
O
O
O
770
760
PROP. 8" SAN.
SWR
750
740
O
co
r
ti
O
EXIST.
GRADE
2.7' VERT. DIST.
M
CO
N
CO
CO
r
M
10
CO
CO
co
co
r
PROP.
CLASS I
RIP RAP
FOR USACE PERMITTING ONLY.
BOTTOM g OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
PROP. CONCRETE
ANTI -SEEP COLLAR
LOCATED AT TOP OF
BANK
O
03
N
CO
C C1
VERTICAL GRAPHIC SCALE
NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND
SURVEY OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC.
DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA
WETLAND SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH"
DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC
SURVEY OF: MERIDALE-MAXWELL PROPERTY BEING 166.8±
ACRES" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
4. SEE EXHIBIT4 FOR PLAN VIEW OF IMPACTS.
( IN FEET )
1 INCH = 4 FT.
DATE OCTOBER 25, 2018
DRAWN BY/CHK B
F
2
WW
�>
U ul
d J_
_ L.L
LU
>- LLI '
W CC C7
2 I—
U
p U
Q
W
J I—o
I—
w

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
S6 - Stream F
- 10 if permanent impact (rip rap stabilization
along banks)
S7 - Stream F
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewatening
system)
EXIST. 10'
WETLAND
BUFFER
EXIST.
POND
(TYP.)
PROP. TEMPORARY
IMPERVIOUS DIKE re
PROP. TEMPORARY V�
DEWATERING DEVICE ) N
1
EXIST. 0' _r1• ,�
WETLANDS
BUFFER
TOP OF
BANK
EXIST.
PROP. TEMPORARY
RIP RAP APRON FOR
BYPASS DISCHARGE
)
EXIST.
WETLAND
\I
EXIST. 10'
WETLAND
BUFFER
TEMP. TIMBER BRIDGE - BY OTHERS
(CONTRACTOR RESPONSIBLE FOR
DESIGN)
1,
4 PROP. TEMPORARY ,/.�
IMPERVIOUS DI %/
vilk„
'i �_�s. -
\1
EXIST. 100 YEAR
STORMWATER
ELEVATION
I`
800
EXIST.
INTERMITTENT
STREAM F
EXIST. 50'
PCSO BUFFER
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT8)
PROP. TEMPORARY IMPACT,
\IMTNAM (50
FORNTERSEWER ITEINSTALLATIONTSTREF ANLF D
\BYPASS PUMPING)
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT 9 FOR STREAMBANK
RESTORATION)
I1EXIST. 100 YEAR
STORMWATER
ELEVATION
1 �
PROP. GRAVITY
SEWER TRUNK LINE
GRAPHIC SCALE
.<
EXIST. 100'
PCSO BUFFER
( IN FEET )
1 INCH = 40 FT.
790
780
0)
r
D
EXIST.
GRADE
r�
'—.
.._`
PROP.
CLASS
RIP
RAP
I
(NP')
6.1'
VERT.
DIST.
—PROP.
8" S
, N.
SWR.
co
in co
n
co
N co
n
ynj
1-.
FOR USACE PERMITTING ONLY.
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
PROP. WETLAND IMPACT AREA 00000000000000I
`O 0 0 0 0 0 0 0 0 0 0 0❑
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
BOTTOM 3 OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
PROP. CONCRETE
ANTI -SEEP COLLAR
LOCATED AT TOP OF
BANK
D'
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
BRAWN BY/CHK B
W_
W
J_
LLL
0
d'
a_
o2)
Q
J
a
LL
Q
ce o
V) o
0

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
EXIST.
TOP OF
BANK
EXIST.
WETLAND\
\ \
EXIST. 10'
WETLAND
BUFFER
\ \1 \
PROP. TEMPORARY
IMPERVIOUS DIKE
\ \ \_ \
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT 8)
�� \\ \ \X\
PROP. TEMPORARY IMPACT,
INTERMITTENT STREAM E(50 LF
FOR SEWER INSTALLATION AND{\
BYPASS PUMPING)
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT 9 FOR STREAMBANK
RESTORATION)
EXIST. 100'
PCSO BUFFER \ \
EXIST. 100 YEAR
STORMWATER
ELEVATION
PROP. GRAVITY
SEWER TRUNK LINE
\
\
S12- Stream E
- 10 if permanent impact (rip rap stabilization
along banks)
S13 - Stream E
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
j9\
OP.
PIPE T=
CUT M
PER PI
PROP. T
DEWAT
/
LF 18" STEEL ENCASEMENT
25" INSTALLED BY OPEN
HOD (3 CASING SPIDERS
SEGMENT)
MPORARY
ING DEVICE
O
O
8000
790
EXIST.
WETLAND
O �f � . PROP. TEMPORARY
IMPERVIOUS DIKE
"ir
GRAPHIC SCALE
PROP. TEMPORARY
RIP RAP APRON FOR
BYPASS DISCHARGE
EXIST.
STREAM
CROSSING
780
770
cci
co
( IN FEET )
1 INCH = 40 FT.
O
O
iOP. MH#9
CIII
0
EXIST.,
GRADE
BOTTOM
CUT
STREAM
} OF
OPEN
BANK
TO
BE
RE-ESTABLISHED
W
TH
RIP
RAP
A
•••
\.........."...
ROE-.
��
b
3
0'
CLASS
I
VERT.
—RIP
RAP
j
DIST.
MIN
PROP.
8'
D.I.
PROP CONCRETE
ANTI -SEEP COLLAR
LOCATED 10' BEYOND
ENCASEMENT PIPE
O
00 r
o
o
o co
rs
/o co
ai is-
rs
03
0
2
a
0
FOR USACE PERMITTING ONLY.
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
PROP. WETLAND IMPACT AREA 00000000000000I
`00000000000oo
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
PROP. 60 LF 18" STEEL
ENCASEMENT PIPE T=0.25"
INSTALLED BY OPEN CUT
METHOD (3 CASING SPIDERS
PER PIPE SEGMENT)
E'
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
EXHIBIT 7
DRAWN BY/CHK B
O
w_
w
J_
LL
0
d'
d
ors
Q
J
♦Z
w
w
W z
ce o
V) o
0
it

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
S15- Stream A
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY - 101f permanent impact (rip rap stabilization
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP along banks)
ASSOCIATES, INC. DATED 9/18/2018.
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT 9 FOR STREAMBANK
RESTORATION)
PROP. 86 LF 18" STEEL ENCASEMENT
PIPE T=0.25" INSTALLED BY OPEN
CUT METHOD (3 CASING SPIDERS
PER PIPE SEGMENT)
PROP. TEMPORARY
IMPERVIOUS DIKE
EXIST.
TOP OF
BANK
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT 8)
�9
S16 - Stream A
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
UBDIVISION
EE PLANS BY ESP
ASSOCIATES, INC.)
PHASE 4 SANITARY
SEWER SYSTEM
PROP. TEMPORARY IMPACC,
INTERMITTENT STREAM A (50 OF \
FOR SEWER INSTALLATION ANJ
BYPASS PUMPINf)
PHASE 5 SANITARY
SEWER SYSTEM
Ap
MH#6
CHEYNEY PHASE 5
SUBDIVISION
(SEE PLANS BY ESP
ASSOCIATES, INC.)
4110, r41 zzkot
'4, A"-
MH#5 \\�
IMPERVIOUS DIKE
8
GRAPHIC SCALE
\\\\\\
o \ \ \t\�
\
EXIST. 100'
PCSO BUFFER
O
O
8000
790
PROP. GRAVITY
SEWER TRUNK LINE
PROP. TEMPORARY
DEWATERING DEVICE
(IN FEET)
1 INCH = 40 FT.
EXIST. 10'
WETLAND
BUFFER
EXIST.
WETLAND
PROP. TEMPORARY
RIP RAP APRON FOR
BYPASS DISCHARGE
780
770
F
O
O
O
M
+
BOTTOM
3O= OPEN
TO
2
a
(.D I S I KEAM I3ANK
RF RF-FSTA ISHFf
WITH KIP RAP
EX ST.
GRADE
1
/
PROP.
CLASS I
RIP RA
P
3.8'
VERT.
DIST.
MIN.
\
`PROP.8'
SAN
sWR
D.I.
PROP.
ANTI
LOCATED
ENCASEMENT
-SEEP
CONCRETE
10'
COLLAR
BEYOND
PIPE
rn
N
rn
rn
0+00
VERTICAL GRAPHIC SCALE
1+00
(IN FEET)
1 INCH = 4 FT.
FOR USACE PERMITTING ONLY.
2
LEGEND
a
K
O EXIST. WETLANDS
EXIST. WETLANDS BUFFER
PROP. WETLAND IMPACT AREA 00000000000000I
`O 0 0 0 0 0 0 0 0 0 0 0❑
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
PROP. CONCRETE
ANTI -SEEP COLLAR
LOCATED 10' BEYOND
ENCASEMENT PIPE
\\`
'-PROP. 86 LF 18" STEEL
ENCASEMENT PIPE T=0.25"
INSTALLED BY OPEN CUT METHOD
n
1+2 86
F'
EXHIBIT 8
DRAWN BY/CHK B
WETLAND AND STREAM IMPACT EXHIBIT

FOR USACE PERMITTING ONLY.
ea®'
PROJECT NUMBER: FN29400
DATE: MAY 03, 2021
SCALE: AS SHOWN
DRAWN BYICHK BY: CAUMRR
ENERGY DISSIPATION
DEWATERING
NOTE:
ANCHOR
\
IMPERVIOUS
`LOW ' ► .�,
���� ��
DISCHARGE HOSE
-W
"'=11-1I1-1I1-1I1-11
'
-91=III-III-HI=Il1=IlI-
BAC,ILL TOP OF BANK
Mwa TOPSOILW,_
HERBACEOUS NATIVE
PLANTS (MINIMUM OF SPECIES)u—
TRIANGULAR TERNWITH _—
1 PLANT PER SQUARE FOOT
—I � I
_ _—IIIIII
1 I 1
111/
s�5 "� 1I I
III —III='
Ov CCOIR ONTROL EROSION II I �111 III111—
H W R I1 II
III— I— 1 11 11
MARK _—Mal—
WIDTH
TO SCALE
,SECTION
TOP OF BANK
11I
—I � I
=1 11I E
II� I —I � II
I=
DIKE SUCTION HOSE
-.❖.';, I FLOW
CHEYNEY
WETLAND AND STREAM IMPACT EXHIBIT
(DETAILS - SHEET 1 OF 2)
PREPARED FOR: MATTAMY CAROLINA CORPORATION CHARLOTTE (ETJ), NC
INSTALL
MACCORDANCE %MTH
ANUFACTURES
NOT
PROJECT TOP OF BANK
DEVICE
WORK AREA
ALL PUMPS AND PIPES SECURELY
NOT TO SCALE
MATCH
EXISTING
BOTTOM ,_—III
=I
— 1=
IIIIIIII
III�II� 11
I
wcRRwRAP
III—III—III—III—_I-11
111E111-111-1 l 1-1 l 1-
I-I I I I I -I I -I I-
III 1IIIEII1—
CHANNEL
SUBSTRATE
MATERIAL
•
cmi
CHARLOPIE
CITY OF OTTE
LAND DE E OPMENTLSTANDARDS
INCLUDES CHARLOTTE ET:
BYPASS PUMPING
STREAM BANK RESTORATION
PLANTING DETAIL
ism NO REV
30.22A 1
rSiO NO REV
CA
H
m
2
X
W

rSTREAMSIDE1
ZONE
ANCHOR FOR HIGH
PERFORMANCE SLOPE
MATTING
WOVEN COIR NET EROSION
CONTROL BLANKET (ECB)
(TYP.)
CLASS 1 24"
THICK RIP RAP
FILTER FABRIC
MIRAFI OR
APPROVED
EQUAL
x
WATER LEVEL
BOTTOM OF CREEK
PROPOSED
SANITARY SEWER
NOTE:
RIP RAP PLACEMENT MUST BE LIMITED TO A WIDTH OF 10—FEET
ALONG STREAMBAN KS. CENTERONED ON THE SANITARY SEWER
CROSSING NO RIP RAP SHALL BE PLACED WITHIN THE CREEK BED.
2' MIN.
EXTEND FILTER
FABRIC 2' MIN.
BEYOND RIP RAP
TOP OF BANK
WIDTH VARIES
3' MIN.
NOT TO SCALE
STREAM CENTERLINE
BOTTOM OF BANK
HIGH PERFORMANCE
STABILIZATION
MATTING
TOP OF BANK
PROP. SANITARY
SEWER
SEE EXHIBIT 7 FOR
PLANTING DETAIL
IIII III I
FOR USACE PERMITTING ONLY.
CLASS I RIP RAP 24" THICK
HIGH PERFORMANCE
STABILIZATION
MATTING
TOP OF BANK
II —
BOTTOM OF BANK
NOT TO SCALE
STREAMBANK RESTORATION
RIP RAP PLACEMENT LIMITS
sro no
REY
EXHIBIT 10
FccI
DRAWN BY/CHK B
H
m
2
X
W
F N
d o
N
• F
W W
W 00
O 00 00
o Q
Z
Q
ci
J
F §
W E
0
K
0

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT E:
SAW-2006-41171 Nationwide Permit Verification and
Preliminary Jurisdictional Determination

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2006-41171 County: Mecklenburg U.S.G.S. Quad: NC-Derita
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Mattamy Homes
Bob Wiggins
Address: 2128 Ayrslev Town Blvd., Suite 201
Charlotte, NC 28273
Telephone Number: 704-604-8424
E-mail: Bob.Wigginsmattamycorp.com
Size (acres) 163 Nearest Town Huntersville
Nearest Waterway Clarks Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.3626
Longitude: -80.8133
Location description: The project area is located west of the intersection of Meridale Forest Drive and Allen A Brown Road.
PINs: 02762101, 02762102, 02761168, 02718125, 02718126, 02718185, and 02718103 (partial parcel).
Description of projects area and activity: This verification authorizes the grading and placement of fill material in 0.019 acre of
wetlands and 409 linear feet of stream and the conversion of 1.1 acre of impounded water to stream to facilitate the
construction of a residential subdivision. The project would result in the loss of 0.019 acre of wetlands and 38 linear feet of
stream for the construction of a residential roadway, temporary impacts to 160 linear feet of stream for the open -cut
installation of a sewer line, permanent impacts to 40 linear feet of stream at each sewer crossings for bank stabilization,
temporary impacts to 80 linear feet of stream for the removal of a dam and stream stabilization/restoration, the permanent
conversion of 1.1 acres of impounded waters to stream channel, and temporary impacts to 141 linear feet of stream associated
with the restoration of two streams under two previously installed bottomless arch culverts.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments and Nationwide Permit 27. Aquatic Habitat Restoration, Enhancement, and
Establishment Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 11/22/2019, and the enclosed plans Exhibit 1 dated 11/18/2019, Figure X dated
10/30/2018 Exhibits 1-8 dated 10/25/2018, Exhibit 6a dated 11/18/2019, Exhibit 1 dated 10/15/2018, and Figures A-E dated
10/30/2018 (Figure A), 6/27/2017 (Figure B), and 10/31/2018 (Figure C-E). Any violation of the attached conditions or deviation
from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty,
and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide pernlit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated
above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources
(telephone [phone]) to determine Section 401 requirements. This Department of the Army verification does not relieve the
permittee of the responsibility to obtain any other required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David L. Shaeffer att\�704--55110-1437 or david.l.shaefferusace.army.mil.
Corps Regulatory Official:
�-✓ , _ Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573
Date: 2020.01_2315:19:46-05'00' Date: 1/23/2020
Expiration Date of Verification: 03/18/2022

SAW-2006-41171
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f7p=1 36:4:0
Copy furnished:
Agent: Carolina Wetland Services, Inc.
Aliisa Harjuniemi
Address: 550 East Westinghouse Boulevard
Charlotte, NC 28273
Telephone Number: 980-259-1222
E-mail: aliisa(cricws-inc.net

SAW-2006-41171
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this peiiiiit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2006-41171 County: Mecklenburg
Permittee: Mattamv Homes, Bob Wiggins
Project Name: Chevney Residential Subdivision
Date Verification Issued: 1/23/2020
Project Manager: David L. Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

FOR USACE PERMITTING ONLY.
/
/
W1-W2,S1
(authorized
1.24.19,
SAW-2006-
41171)
oge
0
ixmarANE-.es
xc anix .Om vaaEs
aex-:z.m a xzzuE
(Corm" ACCES)
PROP. BMP
(LOCATION SUBJECT'
//// CHANGE)/
FUTURE
PHASE 5
)LAYOUT SUBJECT
TO CHANGE)
FUTURE
PHASE 4
(LAYOUT
CHANGEECT
aai art-:xuo x nn.
O CO M19
=(COMM., Adas) S
�TURE
PHASE 2
(LAYOUT SUBJECT
O CHANGE)
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
S6-S7
(authorized 1.24.19,
SAW-2006-41171)
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
mrmsTATE 1-1e5
xcoor oe ieise rc®iw "xx'"."
(coxmaJm ACCES)
[Exasrax ersl
X 1
FUTURE
PHASE 3
(LAYOUT
SUBJECT
TO CHANG
E)
crAx, 0z.ws c 835
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
Proposed Pond Draini
Stream Restoration
(authorized 1.24.19,
SAW-2006-41171)
PT0R0sPiRTEMPOEAM ERARY IMPACT
(SEE PLAN AND SECTION
VIEWS FORE TAI
i \\
LOCATION
�, UBJEC7 TO 1/, �41.
A)
\` CHANGE) C � sQ12
PROP. BMP
(LOCATION SUBJECT
TO CHANGE)
S2-S5
(authorized 1.24.19,
SAW-2006-41171)
NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND
SURVEY OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED
9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED
4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY
OF: MERIDALE-MAXWELL PROPERTY BEING 166.8± ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
\4.
CHEYNEY IS A SINGLE AND COMPLETE DEVELOPMENT. MERIDALE IS
AN EXISTING DEVELOPMENT THAT CONNECTS TO CHEYNEY.
s10-s11
Bottomless Culverts within Meridale
Subdivision
(authorized 1.24.19, SAW-2006-41171)
GRAPHIC SCALE
( IN FEET )
1 INCH = 400 FT.
Er
rev 11.18.19
PROJECT NUMBER: FN29.400
DATE. OCTOBER 25, 2018
SCALE. AS SHOWN
EE
DRAWN BYICHK B
1-
m
w
1—
C.)
CL
w M IZ
>- W
U N • Et
0
a0
0
Z
J
1—
w
CHARLOTTE (ETJ), NC
PREPARED FOR: MATTAEIY CAROLINA CORPORATION

Impacts to Cheyney are considered
cumulatively due adjacency.
Cheney is a single and complete
project and separate from the
existing Meridale subdivision.
Additional Review Area
UT2: — 991f of perennial flow
- Proposed temporary impacts:
62 if stream restoration below
bottomless culvert (S10)
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI,
DATED 2017. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2017.
Additional Review Area
UT1: — 82 if of intermittent flow
- Proposed temporary impacts:
791f stream restoration below
bottomless culvert (S11)
Legend
Roads
100
50
0
100 Feet
SCALE:
1 inch = 100 feet
DATE:
10/30/2018
CWS PROJECT NO:
2018-0103
DRAWN BY:
MLS
COORDINATES:
N/A
CHECKED BY:
CAG
CAROLINA
WET -LAN❑ 5ERVICE5
Aerial Imagery
Meridale
Mecklenburg County
Charlotte, North Carolina
FIGURE NO.
X
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0103 Meridale Bolt-On\Permit (NWP 29)\ArcGIS\Photomap.mxd

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
FUTURE STORM
DRAINAGE SYSTEM
(LAYOUT SUBJECT
TO CHANGE)
FUTURE EDGE OF
PAVEMENT
FUTURE
CONCRETE
SIDEWALK
FUTURE
RIGHT OF
WAY
1\ FUTURE CHEYNEY
/
cA
rn —
\ ' 1 EXIST. — - I \ ._620` . \ \ — -\ \ \
WETLAND % 815' �,1 1 1 1 „` ` _
14_ (TYP.) - "\\\ ` 1
W1-Wetland AA
- 0.013 acre permanent
m
`^ SUBDIVISION
_(LAYOUT SUBJECT TO CHANGE) \�
811_ \. \ 8X9
pact (fill) 1 \\���)Av_8/2
)
���I I_�` PROP. PERMANENT N N \
vj ` i iti IMPACT, WETLAND \ \ \
ijikaL6„...
S1 - Stream A
L.
)IMI - 38 if permanent \ \
mpact (fill) —
1
PROP. PERMANENT
IMPACT, INTERMITTENT
STREAM A (38 LF) /
r
W2-Wetland BB
- 0.006 acre
permanent impact
(fill)
EXIST. 10'
WETLAND
BUFFER (TYP.)
^
EXIST. TOP
OF BANK
EXIST.
INTERMITTENT
STREAM A
rn
PROP. PERMANENT
IMPACT, WETLAND BB
(282 SF)
EXIST.
WETLAND
(TYP.)
X
EXIST. 50'
i PCCO BUFFER
— \
/
EXIST.
INTERMITTENT
STREAM A
81
81B
\ 1
\ I
S\
FUTURE CHEYNEY
SUBDIVISION
(LAYOUT SUBJECT TO CHANGE)
LLI r 7 `,
FUTURE SANITARY
SEWER SYSTEM
(LAYOUT SUBJECT
TO CHANGE)
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
•▪ --•—_I
77-
PROP. WETLAND IMPACT AREA 05000000000000I
`0 0 0 0 0 0 0 0 0 0 0 0 0
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
GRAPHIC SCALE
( IN FEET )
1 INCH = 40 FT.
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAUMRR
WETLAND AND STREAM IMPACT EXHIBIT

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
4. SEE EXHIBIT2 FOR PLAN VIEW OF IMPACTS.
40 0
GRAPHIC SCALE
40
( IN FEET )
1 INCH = 40 FT.
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
820
810
O O
Gh-30.74 34.2621.36 Imo}
J
LL
0
U)
2 G
00
°
Ua
fA
F
U.
OI-
CA
Fg
are
J
2
4
2
w
1—
PROP.
GRADE
O
U
w
OO
�.
o�oo
S
PROP.— i
PERMANENT
FILL OVER
WETLANDS AA
800
790
O0O
0
000
OQO
QOO
`sr-
+oo
oo
PROP
PERMANENT
FILL OVER
INTERMITTENT
STREAM A
EXIST.
GRADE
PROP.
PERMANENT
FILL OVER
WETLANDS BB
J
A A•
FOR USACE PERMITTING ONLY.
EXHIBIT 3
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAUMRR
w
z
w
U
WETLAND AND STREAM IMPACT EXHIBIT
`w
w
J
LL
0
ce
0_
•
Q
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a0
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I—
0

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
EXIST. 100'
PCCO BUFFER
S4 - Stream G
- 10 if pennanent impact (rip rap stabilization
along banks)
S5 - Stream G
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
EXIST. 15
UPLAND ZONE
SWIM BUFFER
EXIST. 20'
STREAM ZONE SWIM
BUFFER \\
7
'75
GRAPHIC SCALE
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT 9)
771
EXIST.
PROPERTY
BOUNDARY
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT8 FOR STREAMBANK
RESTORATION)
\ \\\ \\
•\ PROP. TEMPORARY
IMPERVIOUS DIKE\
\
PROP. TEMPORARY
IMPERVIOUS DIKE
768
TEMP. TIMBER BRIDGE
- BY OTHERS
(CONTRACTOR
RESPONSIBLE FOR
PROP. TEMPORARY
RIP RAP APRON FOR
BYPA/S\S _DISCHARGE
\ ~\
PROP. TEMPORARY
DEWATERING DEVICE
EXIST.
ADJACENT
PROPERTY
BOUNDARY
—
EXIST.
TOP OF
BANK
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT 7)
\ \
PROP. TEMPORARY
IMPERVIOUS DIKE
( IN FEET )
1 INCH = 40 FT.
EXIST.
INTERMITTENT
STREAM G
rn
I-"' PROP. TEMPORARY
IMPACT, INTERMITTENT
STREAM G (50 LF FOR
\ SEWER INSTALLATION
AND BYPASS PUMPING) —
\ PROP. GRAVITY
\ SEWER TRUNK LINE
(LAYOUT SUBJECT TO
ti \ CHANGE)
EXIST.
PERENNIAL
STREAM
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT8 FOR STREAMBANK
RESTORATION)
B
EXIST. 50'
PCCO BUFFER
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
77-
PROP. WETLAND IMPACT AREA 176000 000 0000
0
0
I
`O ❑ O O O O O O O 0 O O❑
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
0
PROP.
EXIST.
PROPERTY
`BOUNDARY
\,\`
EXIST. 100'
PCCO BUFFER
EXIST. STORMW T REAR
\�\ ELEVATION
S2 - Stream C
- 10 if pennanent impact (rip rap stabilization
along banks)
S3 - Stream C
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22
(SEE IMPACT EXHIBIT
BER BRIDGE - BY OTHERS
ONTRACTOR RESPONSIBLE FOR
DESIGN)
PROP. TEMPORARY IMPACT,
PERENNIAL STREAM C (50 LF
—FOR SEWER INSTALLATION AND
BYPASS PUMPING)
PROP. TEMPORARY
RIP RAP APRON FOR
BYPASS DISCHARGE
PROP. TEMPORARY
nis IMPERVIOUS DIKE
PROP. TEMPORARY
DEWATERING DEVICE
no
1
m
2
X
w
DATE: OCTOBER 25, 2018
DRAWN BYICHK BY: CAUMRR
w
Z
w
0
WETLAND AND STREAM IMPACT EXHIBIT
PREPARED FOR: MATTAMY CAROLINA CORPORATION

O
O
O
770
760
BOTTOM OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
750
740
■■■■■■■■■.
■■■■■■■■■
EXIST.
■■■■ GRADE .■.
IrMEMEMEMME
■■111ME1111!
NEM ilMMENI
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rn
CO
B
n
00
O
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n
m
LO
211
O)
O
r
GRAPHIC SCALE
N
2
0
a
PROP. 8" SAN.
SWR.
n
( IN FEET )
1 INCH = 40 FT.
770
760
O
O
O
PROP. 8" SAN.
SWR.
750
740
N
CO
0
EXIST.
GRADE
2.7' VERT. DIST.
co
N
(0
co
r
O
CO
N
CO
PROP.
CLASS I
RIP RAP
FOR USACE PERMITTING ONLY.
BOTTOM 3 OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
PROP. CONCRETE
ANTI -SEEP COLLAR
LOCATED AT TOP OF
BANK
O
03
N
O
n
C C
VERTICAL GRAPHIC SCALE
NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND
SURVEY OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC.
DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA
WETLAND SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH"
DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC
SURVEY OF: MERIDALE-MAXWELL PROPERTY BEING 166.8±
ACRES" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
4. SEE EXHIBIT4 FOR PLAN VIEW OF IMPACTS.
( IN FEET )
1 INCH = 4 FT.
EXHIBIT 5
Carl
DATE: OCTOBER 25, 2018
DRAWN BYICHK BY: CAUMRR
W
W
0
WETLAND AND STREAM IMPACT EXHIBIT
PREPARED FOR: MATTAMY CAROLINA CORPORATION

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
S6 - Stream F
- 10 if permanent impact ( rip rap stabilization
along banks)
S7 - Stream F
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewatening
system)
EXIST. 10'—
WETLAND
BUFFER
EXIST.
POND
(TYP.)-
\\
PROP. TEMPORARY
IMPERVIOUS DIKE �.�
PROP. TEMPORARY ���
ir
DEWATERING DEVICE
'•y4WV
EXIST. 0'
WETLAND
BUFFER .1111111111-
EXIST.
TOP OF
BANK
PROP. TEMPORARY
RIP RAP APRON FOR ,\
BYPASS DISCHARGE,
EXIST.
WETLAND /
EXIST. 10'
WETLAND
BUFFER
40
8O4 —
TEMP. TIMBER BRIDGE - BY OTHERS
(CONTRACTOR RESPONSIBLE FOR
DESIGN)
\ \ 1\/
PROP. TEMPORARY
IMPERVIOUS DIKE 1/,
O
O
8100
EXIST. 100 YEAR
STORMWATER
ELEVATION
ro
EXIST.
INTERMITTENT
STREAM F
800
EXIST. 50'
PCSO BUFFER
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE IMPACT EXHIBIT 7)
PROP. TEMPORARY IMPACT,
INTERMITTENT STREAM F (50 LF
FOR SEWER INSTALLATION AND
BYPASS PUMPING)
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT8 FOR STREAMBANK
RESTORATION)
o / �S
0
GRAPHIC SCALE
\ EXIST. 100 YEAR
STORMWATER
ELEVATION
PROP. GRAVITY
SEWER TRUNK LINE
(LAYOUT SUBJECT TO
CHANGE)
EXIST. 100'
PCSO BUFFER
160
( IN FEET )
1 INCH = 40 FT.
790
780
D
O
O
t
N
1
m
G
t•
EXIST.
GRADE
i
/
--
� -
4
I
q,/
�
PROP.
CLASS
RIP
Fi<AP
I
(TYP.)
6.1'
VERT.
DIST.
—PROP.
8" SAN.
SWR.
coN
Is: 06
rs Is.Is.m
r lr)
cid CO
•
LEGEND
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
I7/
PROP. WETLAND IMPACT AREA Oo CID o o0D oo 0Dool
`oo_oo_oo_oo_o
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
BOTTOM 3 OF OPEN CUT
STREAM BANK
TO BE RE-ESTABLISHED
WITH RIP RAP
PROP. CONCRETE
ANTI -SEEP COLLAR
LOCATED AT TOP OF
BANK
D'
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAIIMRR
WETLAND AND STREAM IMPACT EXHIBIT
W_
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it

NOTES:
1. WETLAND AND STREAM INFORMATION SHOWN PER "WETLAND SURVEY
OF MERIDALE-MAXWELL" BY ESP ASSOCIATES, INC. DATED 9/18/2018.
2. WETLANDS AND STREAMS DELINEATED BY CAROLINA WETLAND
SERVICES (CWS) ON "FLAG MAP NORTH AND SOUTH" DATED 4/25/2018.
3. TOPOGRAPHIC INFORMATION SHOWN PER "TOPOGRAPHIC SURVEY OF:
MERIDALE-MAXWELL PROPERTY BEING 166.8±ACRES" BY ESP
ASSOCIATES, INC. DATED 9/18/2018.
EXIST.
TOP OF
BANK
EXIST.
WETLAND\
\ \
EXIST. 10'
WETLAND
BUFFER
\ \I \
PROP. TEMPORARY
IMPERVIOUS DIKE 1_
TEMP. BYPASS PUMPING.1V1
(SEE CLDSM STD. NO. 30.22A)
7
(SEE IMPACT EXHIBIT 7)
PROP. TEMPORARY IMPACT, \,�
INTERMITTENT STREAM E (50 LF \
FOR SEWER INSTALLATION AND
BYPASS PUMPING)
PROP. STREAM CROSSING (TO BE
INSTALLED BY OPEN CUT METHOD)
(SEE EXHIBIT8 FOR STREAMBANK
RESTORATION)
I �
I
cn
EXIST. 100'
PCSO BUFFER s
EXIST. 100 YEAR
STORMWATER
ELEVATION
PROP. GRAVITY
SEWER TRUNK LINE
(LAYOUT SUBJECT TO
CHANGE)
-789
PROP. 60 LF
PIPE T=0.25"
CUT METHO
PER PIPE SE
PROP. TEMP
DEWATERIN
RARY
DEVICE
S12- Stream E
- 10 if permanent impact (rip rap stabilization
along banks)
S13 - Stream E
- 40 if temporary impacts (sewerline
installation, bank stabilization, and dewaterring
system)
EXIST. 100 YEAR
_STORMWATER
ELEVATION
79\
O
�EN
8" STEEL ENCASEMENT
NSTALLED BY OPEN
(3 CASING SPIDERS
MENT)
i
�r-
r' -EXIST.
I�.. ...�+ WETLAND
a i fr ?PROP. TEMPORARY
��1,, ,,_,...4 �� IMPERVIOUS DIKE
' '---Ni
"`k y1 ► 1 1'
�� -A PROP. TEMPORARY
-,4•1 1 � RIP BYPASSRAP DISAPCHARGE
\ DISCHARGE
N FOR
\ EXIST.
STREAM
CROSSING
O
O
00
790
Nobr- \
GRAPHIC SCALE
780
770
cci
co
( IN FEET )
1 INCH = 40 FT.
O
O
O LEGEND
+
1
2
E
a
0
Le
a
EXIST.
GRADE
BOTTOM
CUT
STREAM
} OF
OPEN
BANK
TO
BE
RE-ESTABLISHED
W
TH
RIP
RAP
(
PROP.
r4.
3
0'
-
CLASSI
VERT.
iilP
RA
DIST.
MIN
A
—
ins..-
/iPr
m
_
PROP.
8'
D.I.
PROP CONCRETE
ANTI -SEEP COLLAR
LOCATED 10' BEYOND
ENCASEMENT PIPE
a 0
O
0 co
nco
M co
03 co
EXIST. WETLANDS
EXIST. WETLANDS BUFFER
FOR USACE PERMITTING ONLY.
•
—�
I /1 .��/LLJ
PROP. WETLAND IMPACT AREA 000000000000001
`00_00_00_00_0
EXIST. STREAM
EXIST. PCSO BUFFER
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
PROP. 60 LF 18" STEEL
ENCASEMENT PIPE T=0.25"
INSTALLED BY OPEN CUT
METHOD (3 CASING SPIDERS
PER PIPE SEGMENT)
E'
VERTICAL GRAPHIC SCALE
( IN FEET )
1 INCH = 4 FT.
rev 11.18.19
EXHIBIT 6-A
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAIIMRR
WETLAND AND STREAM IMPACT EXHIBIT
W_
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ENERGY DISSIPATION
DEWATERING DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
DISCHARGE HOSE
SUCTION HOSE
—F�pW
PROJECT TOP
WORK AREA
NOT TO SCALE
FOR USACE PERMITTING ONLY.
BACKFILL TOP OF BANK
SECTION OF MATTING WITH
MIN 6' TOPSOIL
HERBACEOUS
S(MUof
SPECI ES) INSruL IN
PUNra TRIANGULAR
WITH
coNrao�e� (ECN)
ORDINARY
HIGH WATER
MARK
MATCH
EXISTING
CHANNEL
BOTTOM
w m I I 11 111 111 I I—, 1-1
I-1 � 1—I � I-1 la I=1 I1-
-I I —III —I —I I—
II—I� ICI—ICI—III-
11 F I —I I II I
CHANNEL
SUBSTRATE
MATERIAL
CLASS I THICK RIP RAP
WIDTH
VARIES
roP or BMK
11E111-
1—I 11E1
III-1 11=1 11=
INSTALL ANCHORS IN
ACCORDANCE WITH
MANUFACTURES
SPECIFICATIONS
NOT TO SCALE
•
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CHARLOTTE.
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE E,1
BYPASS PUMPING
'sro
30.22A
15
STREAMBANK RESTORATION
PLANTING DETAIL
EXHIBIT 7
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAUMRR
WETLAND AND STREAM IMPACT EXHIBIT
CV
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STRONEIDE1
ZONE
ANCHOR FOR HIGH
PERFORMANCE SLOPE
MATTING
WOVEN COIR NET EROSION
CONTROL BLANKET (ECB)
(TYP. )
CLASS 1 24"
THICK RIP RAP
FILTER FABRIC
MIRAFI OR
APPROVED
EQUAL
2' MIN.
EXTEND FILTER
FABRIC 2' MIN.
BOTTOM OF CREEK BEYOND RIP RAP
b
PROPOSED
SANITARY SEWER
NOTE:
RIP RAP PLACEMENT MUST BE LIMITED TO A \MOTH OF 10-FEET
ALONG S REAM BANKS. CENTERONED ON THE SANITARY SEWER
CROSSING NO RIP RAP SHALL BE PLACED WITHIN THE CREEK BED.
TOP OF BANK
WIDTH VARIES
3' MIN.
NOT TO SCALE
STREAM CENTERLINE
BOTTOM OF BANK
HIGH PERFORMANCE
STABILIZATION
MATTING
TOP OF BANK
PROP. SANITARY
SEWER
SEE EXHIBIT 7 FOR
PLANTING DETAIL
IIIIII III
FOR USACE PERMITTING ONLY.
CLASS I RIP RAP 24" THICK
HIGH PERFORMANCE
STABILIZATION
MATTING
TOP OF BANK
BOTTOM OF BANK
NOT TO SCALE
STREAMBANK RESTORATION
RIP RAP PLACEMENT LIMITS
EXHIBIT 8
DATE: OCTOBER 25, 2018
DRAWN BY/CHK BY: CAUMRR
w
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WETLAND AND STREAM IMPACT EXHIBIT
N
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N
1—
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NOTES:
1. WETLANDS AND STREAM INFORMATION SHOWN PER "FLAG MAP
NORTH AND SOUTH" BY CAROLINA WETLAND SERVICES (CWS) DATED
412512018.
INTERSTATE 1-485
PUBLIC R/W WIDTH VARIES
NCDOT PROJ# R-22480 & R2248E
DB 18282 PC 254
DB 29173 PG 326
(CONTROLLED ACCES)
PROP. PERMANENT
IMPACT TO
WETLANDS AA & BB
AND STREAM A (SEE
PLAN AND SECTION
VIEWS FOR DETAILS)
tFUTURE
PHASE 4
LAYOUT SUBJECT
TO CHANGE)
N/F
PHIL M. GANDY JR. &
REBECCA J. GANDY
DB 25712 PG 800
TAX# 027-18-124
I INTERSTATE 1-485
PUBLIC R/W WIDTH VARIES
NCDOT PROJ# R-22480 & R2248E
DB 18282 PG 254
DB 29173 PC 326
O(CONTROLLED ACCES)
FUTURE
PHASE 3
(LAYOUT SUBJECT
TO CHANGE)
INTERSTATE 1-485
PUBLIC R/W W1DTH VARIES
NCDOT PROJ# R-2248D & R2248E
DB 28796 PG 140
(CONTROLLED ACCES)
[EXCEPTION #251
FUTURE
PHASE 2
(LAYOUT SUBJECT
TO CHANGE)
0P TEMPORARY IMPACT
/TO STREAM F
JSEE PLAN AND SECTION
/-VIEWS FOR DETAILS)
Ecological
Reference
Reaches 1 and 2,
—160 If total
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
AMBER RIDGE HOMEOWNERS
ASSOCIATION, INC.
DB 11008 PG 594
COS. MB 30 PC 635
TAX# 027-61-167
PROP. BMP
(LOCATION
SUBJECT TO
CHANGE)
EXIST.
MERIDALE
SUBDIVISION
PROP. TEMPORARY IMPACTS
TO STREAMS C AND G
(SEE PLAN AND SECTION
VIEWS FOR DETAILS)
I �
virir 4*.1 7 400
\,„
s4,r
ly 41*
0114
GRAPHIC SCALE
200' 400'
FOR USACE PERMITTING ONLY.
800' 1600'
( IN FEET )
1 INCH = 400 FT.
2
LIJ
W
•
CHARLOTTE, NC
PREPARED FOR: MATTAMY CAROLINA CORPORATION

Wetland JJ
Reference Survey
Reach 1 and 2
Stream E
Stream E
Restoration Tie-in
Stream Restoration Construction Sequence
1) Drain Pond
2) Hydro -seed entire lake bed with temporary
erosion control seed mix
3) Install temporary inlet protection at existing
pipe outfall
4) Excavate dam - ensure work is performed in
the dry
5) Install temporary water diversion for stream
restoration sequence
6) Complete stream restoration channel work
7) Stabilize restored stream channel banks
with EC mat Nedia S400N or similar
8) Seed riparian areas with native riparian
seed mixed
9) Plant live stakes and bare root material in
riparian corridor, 25-ft either side of restored
channel
Legend
Proposed Stream Restoration (642-ft.)
Stream Restoration Corridor (0.59-ac. )
Proposed Bank Stabilization
Perennial Stream
Intermittent Stream
Forested Wetlands
Herbaceous Wetlands
Jurisdictional Pond
Pipe
Pond A- 1.1-ac.
To Be Removed
ti
100 50 0 100 Feet
Stream E
Restoration Tie-in
Cheyney Ecosystem Enhancement Project
Mecklenburg County, N.C.
Assessed by: Sean Martin and Daniel Roberts
Watershed Area: 82,6-acres or 0.13-sq,miles
Watershed Land -Use: Agricultural, Forested, Residential
Streambed Substrate: Sand
Valley Type: Alluvial
Valley Slope: 2%
Stream Length: 642-feet
Ba nkfull Slope: 1.5%%
Channel Morphology
!Target
Abkf: riffle bankrull cross-section area
4sf
Regional Curve Data
3.6sf
Reference Survey
Wbkf/Dbkf: bankfull width to depth ratio
11-20
Regional Stream Data
14-19
Reference Survey
Stable Strearnbank Side Slopes
2:1 - 4:1
Regional Stream Data
Sinuosity of Channel
1-1.6
Regional Stream Data
1.35
Reference Survey
Meander Width Ratio
1-3
Regional Stream Data
1.48
Reference Survey
Radius of Curvature Ratio
2-3
Regional Stream Data
2.27
Reference Survey
Pool Spacing Ratio
3-5
Regional Stream Data
4.975
Reference Survey
Entrenchment Ratio
>2.5
Regional Stream Data
1.83
Reference Survey
Rank Height Ratio
1
Regional Stream Data
Bankfuli Discharge (cfs)
5.0
Regional Curve Data
4.3
Reference Survey
80-ft. of Pipe Removal
Wetland II
Wetland JJ
10/30/2018
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FIGURE NO.
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VArcGIStplan.mxd
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ELI

SECTION
STREAM RESTORATION CONSTRUCTION SEQUENCE
1. DRAIN POND USING PIPE DIVERSION. PIPE DIVERSION TO BE
SIZED APPROPRIATELY BASED ON TWO-YEAR STORM EVENT.
STAKE DIVERSION PIPE DOWN TO PREVENT MOVEMENT. PLACE
SANDBAGS OR RIPRAP AT OUTFALL AS VELOCITY DISSIPATOR.
ALLOW POND BED TO DRY OUT FOR SEVERAL DAYS BEFORE
BEGINNING STREAM RESTORATION WORK.
2. SEED ENTIRE POND BED WITH TEMPORARY EROSION CONTROL
SEED MIX FOLLOWING DRAINING. SPREAD STRAW COVER OVER
SEED MIX.
3. COMPLETE STREAM RESTORATION WORK. REFER TO STREAM
RESTORATION PLAN SHEETS (FIGURES C AND D).
4. STABILIZE RESTORED STREAM CHANNEL BANKS AND RIPARIAN
CORRIDOR (REFER TO STABILIZATION PLAN SHEET, FIG. C).
5. PLANT LIVE STAKES IN RIPARIAN CORRIDOR DURING
IMMEDIATE DORMANT VEGETATION SEASON (SEE
STABILIZATION PLAN SHEET, FIG. C).
XISTING WETLAND FRINGE
--------------
joi
TYPICAL
POOL
Ilk
!♦ TYPICAL LOG GRADE
i! CONTROL STRUCTURE
% (RIFFLE)
- - - - - - - - - -
11144,44/
11111,44
-
.44
XISTING UT—CLARKS CREE
CREEK ABOVE POND
•
•
•
•
40,
Aft
-
-
•
NOTES:
1. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL CONSULTANT ON FINAL
STREAM RESTORATION DESIGN ONCE THE POND HAS BEEN DRAINED. FINAL
LOCATION FOR LOG GRADE CONTROL STRUCTURES AND BOULDERS SHALL BE
DETERMINED BASED ON EXISTING CONDITIONS.
2. NOT TO DISTURB HERBACEOUS WETLANDS ABOVE POND AREA. ACCESS TO
POND — STREAM RESTORATION SITE NEEDS TO AVOID THE WETLANDS.
POND FOOTPRINT
ROPOSED LIMITS OF DISTURBANCE
20—FT. FROM EDGE OF RESTORATION CHANNEL
i
I,**1P4
PROPOSED UT—CLAKS CREEK RESTORATION
CHANNEL APPROX. 642—LINEAR FEET IN LENGTH,
2% SLOPE
-
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♦
♦
♦
•
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♦
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1.�
1•i1i•��� �\.0".0".��.�
♦
•
•
•
•
•
•
•
•
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i
•
•
•
•
••
■
■
•
■
•
•
♦
•
•
•
•
•
•
wit-r%":A.4,
•
�•'',�
•
•
1ho-
PROPOSED RESTORED STREAM CHANNEL TO TIE IN
TO EXISTING CHANNEL BELOW SPILLWAY
XISTING EARTHEN BERM
•
♦
♦
F�0
0
z
z
1-
U
W
)m
o M
c
d
v) kip
30
u (U
NECKED B
U_
zz
Q Q
U_
J Q
0_ J
0_<Z
Q U
FIGURE NO.
NOT TO SCALE

SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(3'-13' DIAMETER)
ANGLE CUT
30-45 DEGREES
NOT TO SCALE
LIVE STAKING - BANK STABILIZATION (N.T.S.)
2-3 FEET IN
LENGTH
NOTE:
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK, OR COMPACTED SOILS.
REQUIRE STARTER HOLE IF THE CASE.
LIVE STAKES
NORMAL DEPTH
NOTES:
1,
2,
LIVE STAKES SHALL BE EVENLY SPACED 4 FEET APART.
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE
IS WITHIN GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET AS MUCH AS POSSIBLE.
4. UTILIZE ON SITE TRANSPLANT MATERIALS MADE AVAILABLE BY THE OWNER.
ONCE SOURCE OF TRANSPLANT MATERIAL HAS BEEN HARVESTED, UTILIZE
LIVE STAKING.
MATTING LOCATION (N.T.S.)
NA GREEN SC150 BN
MATTTING FROM TOE
OF CHANNEL TO 5
FEET BEYOND
BANKFULL iII
NOTES:
1) USE WOOD STAKES OR
ECOSTAKES (NOT METAL) FOR
MATTING INSTALLED IN PUMP
AROUNDS OR IN THE WET.
2) USE OF METAL STAPLES
IS ACCEPTABLE WHEN
C❑NSTRUCTING IN THE DRY
AND VEGETATI❑N IS
ESTABLISHED PRI❑R TO
DIVERTING WATER.
Imori
, ..,
-.
.Iw
/ME
mar
AMMIAW
NA GREEN C125 B
OUTSIDE OF
BANKFULL TO TOP
OF FLOODPLAIN,
APPROX. 8-FT WIDE
TYPICAL DEPICTION OF POND REMOVAL ��\���•• •• •• •• •• •• •• lib• *�
AND STREAM RESTORATION r���stg� •• •• 1-
•��
.— ----
PROPOSED CHANNEL TOE
PROPOSED
BANKFULL
NA GREEN SC150 BN
TEMPORARY
SANDBAG
DIVERSION.
TEMPORARY PIPE
DIVERSION — SIZED
TO CONVEY 2—YEAR
STORM FLOW.
STAKED DOWN AT
10—FT INTERVALS.
4.5' WIDE AVERAGE
BANKFULL CHANNEL
STABILIZE NEWLY EXPOSED POND BOTTOM FROM
BERM TO EDGE OF STREAM RIPARIAN CORRIDOR
INCLUDING DISTURBED LIMITS WITH EROSION
CONTROL SEED MIX AND STRAW COVER.
STREAM RIPARIAN CORRIDOR (-25'
WIDE) — EROSION CONTROL
MATTING, NATIVE PLANT SEEDING
AND LIVE STAKES WITHIN RIPARIAN
• CORRIDOR. NO MATTING BELOW
BANKFULL ELEVATION IN STREAM
CHANNEL.
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3. NAIL HEADER LOG TO
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4. NAIL NON —WOVEN FILTER
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6. EMBED ENDS OF LOG VANES
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7. ANCHOR ENDS OF LOG
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BOULDER OR DUCK BILL
ANCHORS WITH GALVANIZED
CABLE ATTACHED
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8. NATURAL/NATIVE STONE
6"-12" MEDIAN DIAMETER
9. ROCK CLUSTERS EMBEDDED
STREAM DESIGN TABLE
DA: 0.129 SQ. MI.
Wbkf: 4.5—FT
Dmax: 1.5—FT
Abkf: 4.25—FT
W/D: 10.5
Slope:2%
P—P Spacing: 12-18'
Pool Length: 10-15'
Riffle Length: 10-15'
Pool Wbkf: 8'
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FIGURE NO.
E
STREAM BANK STABILIZATION DETAIL
CAROLINA
WETLAND SERVICES
550 E. WESTINGHOUSE BLVD
CHARLOTTE, NC 28273
PH: 704.527.1177
www.cwsinc.net
SCALE: NTS
DATE: OCT. 31, 2018
DRAWN BY: SAM

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Mattamy homes, Bob Wiggins File Number: SAW-2006-41171 Date: 01/24/2019
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑ PERMIT DENIAL
C
❑ APPROVED JURISDICTIONAL DETERMINATION
D
/1
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
or
I - The following identifies your rights and options regarding an administrative appeal of the above decision.
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION: 1
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David L. Shaeffer, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 01/24/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Mattamy homes, Bob Wiggins, 2128 Ayrsley Town
Blvd., Suite 201,Charlotte, NC 28273
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Cheyney Residential Subdivision,
SAW-2006-41171
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is located west of the
intersection of Meridale Forest Drive and Allen A Brown Road. PINS: 02762101, 02762102, 02761168, 02718125,
02718126, 02718185, and 02718103 (partial parcel).
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Huntersville
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.3626 Longitude: -80.8133
Universal Transverse Mercator:
Name of nearest waterbody: Clarks Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 6/8/2018
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Stream A
35.360496
-80.818407
1,194 If
Non -wetland
Waters
Section 404
Stream B
35.359836
-80.816656
16 If
Non -wetland
Waters
Section 404
Stream C
35.358345
-80.815522
2,190 If
Non -wetland
Waters
Section 404
Stream D
35.358789
-80.815448
41 If
Non -wetland
Waters
Section 404
Stream E
35.363003
-80.816496
1,342 If
Non -wetland
Waters
Section 404
Stream F
35.363263
-80.815521
370 If
Non -wetland
Waters
Section 404

Site Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Stream G
35.359027
-80.810672
104 If
Non -wetland
Waters
Section 404
Wetland
AA
35.360475
-80.818366
0.01 ac.
Wetland Waters
Section 404
Wetland
BB
35.36046
-80.818202
0.01 ac.
Wetland Waters
Section 404
Wetland
CC
35.360358
-80.817907
0.01 ac.
Wetland Waters
Section 404
Wetland
DD
35.360299
-80.817784
0.004 ac.
Wetland Waters
Section 404
Wetland
EE
35.359269
-80.815984
0.01 ac.
Wetland Waters
Section 404
Wetland
FF
35.358922
-80.814904
0.01 ac.
Wetland Waters
Section 404
Wetland
GG
35.358823
-80.81399
0.05 ac.
Wetland Waters
Section 404
Wetland
HH
35.359003
-80.813413
0.05 ac.
Wetland Waters
Section 404
Wetland II
35.359329
-80.813089
0.01 ac.
Wetland Waters
Section 404
Wetland
JJ
35.361188
-80.815353
0.07 ac.
Wetland Waters
Section 404
Wetland
KK
35.362171
-80.816011
0.01 ac.
Wetland Waters
Section 404
Wetland
LL
35.362577
-80.816177
0.005 ac
Wetland Waters
Section 404
Wetland
MM
35.362892
-80.816446
0.01 ac.
Wetland Waters
Section 404
Wetland
NN
35.363212
-80.816755
0.1 ac.
Wetland Waters
Section 404
Wetland
00
35.363606
-80.817069
0.02 ac.
Wetland Waters
Section 404
Wetland
PP
35.359333
-80.812846
0.01 ac.
Wetland Waters
Section 404

Site Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Wetland
QQ
35.365793
-80.809653
0.04 ac.
Wetland Waters
Section 404
Wetland
RR
35.35881
-80.81063
0.01 ac.
Wetland Waters
Section 404
Wetland
Yy
35.362502
-80.81611
0.003 ac.
Wetland Waters
Section 404
Wetland
ZZ
35.358892
-80.815239
0.004 ac.
Wetland Waters
Section 404
Pond A
35.360054
-80.813958
1.1 ac.
Non -wetland
Waters
Section 404
Pond B
35.362767
-80.816354
0.03 ac.
Non -wetland
Waters
Section 404
Pond C
35.36063
-80.816619
0.05 ac
Non wetland
Waters
Section 404
Pond D
35.363507
-80.815352
0.04 ac
Non wetland
Waters
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the 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: Figures 7, 7a, and 7b dated 6/11/2018.
® 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:
® Natural Resources Conservation Service Soil Survey. Citation: Web soil survey
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
FEMAIFIRM maps: FEMA NFHL Mapservice
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑ Photographs: ❑Aerial (Name & Date):
or ❑Other (Name & Date):
❑ 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 jurisdictional determinations.
Digitally signed by
SH AEFFER.DAVI D.LEIGH.1260750573
DN: c=US, o=U.S. Government, ou=DoD,
ou=PKI, ou=USA,
cn=S HAE FFE R.DAV I D.LE IGH.1260750573
Date: 2019.01.24 11:40:11-05'00'
Signature and date of Regulatory
staff member completing PJD Signature and date of person requesting PJD
01/24/2019 (REQUIRED, unless obtaining the signature is
impracticable)'
I 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.

-IFi1 j�► nuhI
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2018.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED,
AND MAPPED USING ASUB-FOOT GPS UNIT BY CWS, INC., ON APRIL 10 AND 11, 2018. JURISDICTIONAL
FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
W:11.0ti� Irii _ &Ilk No
OD
0
w
0
N
DRAWN BY:
CHECKED
N
8
U)
0
0
U
aN LJ
z;
Ein❑o
� z
a
aJ
Overview of Jurisdicitional Boundaries
0
0
350
Legend
Q Project Limits (162.7 ac.)
- Perennial Stream
- - - Intermittent Stream
Forested Wetlands
Herbaceous Wetlands
Jurisdictional Pond
E----- Pipe
- Roads
Parcel_NoData
N Photo Location and Direction
ASCP Stream Classification Point
•DP Data Point
Indicates Flow
175
0
350 Feet
rivet20182018 Consulting Projects2018-0103 Meridale Bolt -On ]DAArcGIS\Figure7JDOve
ives Consulting Te

Potential Wetland
Water of the US
Wetland NN: 0.1 ac.
Potential Non -wetland
Water of the US
Jursidictional Pond C
0.05 ac.
Potential Non -wetland
Water of the US
Jursidictional Pond B
0.03 ac.
1-485 Ra
Potential Wetland
Water of the US
Wetland 00: 0.02 ac.
S
Potential We
Water of the US
Wetland KK: 0.01 ac
Potential Non -wetland
Water of the US
Stream E: 1,342 If (total flow)
1,102 If (perennial flow)
240 If (intermittent flow)
DP10
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2018.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED,
AND MAPPED USING ASUB-FOOT GPS UNIT BY CWS, INC., ON APRIL 10 AND 11, 2018. JURISDICTIONAL
FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
/ (r.:=164(
Potential Wetland
Water of the US
Wetland MM: 0.01 ac.
Potential Non -wetland
Water of the US
Jursidictional Pond D
0.04 ac.
Potential Non -wetland
Water of the US
Intermittent Stream F
370 If
Potential Wetland
Water of the US
Wetland JJ: 0.07 ac. (total acreage)
Forested: 0.05 ac.
Herbaceous: 0.02 ac.
DP9
Matches Figure 7b
Potential Wetland
Water of the US
Wetland LL: 0.005 ac.
Potential Wetland
Water of the US
Wetland YY: 0.003 ac.
Potential Wetland _
Water of the US
Wetland QQ: 0.04 ac.
Legend
Q Project Limits (162.7 ac.)
- Perennial Stream
- - - Intermittent Stream
Forested Wetlands
Herbaceous Wetlands
Jurisdictional Pond
— Pipe
- Roads
Parcels
N Photo Location and Direction
ASCP Stream Classification Point
SDP Data Point
Indicates Flow
250 125 0 250 Feet
OD
0
N
w
0 0
N
N
z
0
0
U
au1
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FIGURE NO.
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DP1•
DP2
23
Potential Wetland
Water of the US
Wetland CC: 0.01 ac.
Potential Wetland
Water of the US
Wetland BB: 0.01 ac.
Potential Wetland
Water of the US
Wetland AA: 0.01
1 inch = 100 feet
Potential Wetland
Water of the US
Wetland DD: 0.004 ac.
Potential Wetland
Water of the US
Wetland EE: 0.01 ac.
Potential Non -wetland
Water of the US
Perennial Stream A: 1,194 If
Potential Non -wetland
Water of the US
Intermittent Stream B
16 If
1 inch = 50 feet
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2018.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED,
AND MAPPED USING ASUB-FOOT GPS UNIT BY CWS, INC., ON APRIL 10 AND 11, 2018. JURISDICTIONAL
FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
1 S CP2
Potential Non -wetland
Water of the US
Jursidictional Pond A
1.1 ac. (not flagged in field)
Potential Non -wetland
Water of the US
Intermittent Stream D
41 If
Potential Wetland
Water of the US
Wetland ZZ: 0.004 ac.
Match to Figure 7a
Potential Wetland
Water of the US
Wetland FF: 0.01 ac.
Potential Wetland
Water of the US
Wetland GG: 0.05 ac.
Potential Non -wetland
Water of the US
Perennial Stream C
2,190 If
Harringham 'n
Stream E
(Figure 7a for length
and flow information)
18
DPI
Potential Wetland
Water of the US
Wetland HH: 0.05 ac.
Potential Wetland
Water of the US
Wetland II: 0.01 ac.
Potential Wetland
Water of the US
Wetland RR: 0.01 ac.
Potential Wetland
Water of the US
Wetland PP: 0.01 ac.
A SCP12
Stream C
Potential Non -wetland
Water of the US
Intermittent StreamG
104 If
Legend
Q Project Limits (162.7 ac.)
- Perennial Stream
- - - Intermittent Stream
Forested Wetlands
Herbaceous Wetlands
Jurisdictional Pond
Pipe
- Roads
Parcels
N Photo Location and Direction
ASCP Stream Classification Point
•DP Data Point
Indicates Flow
100 0 200 Feet
Q
0
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Jurisdicitional Boundaries South
FIGURE NO.
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Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT F:
NCDEQ Water Quality Certification

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. Brian Johnson
Mattamy Homes
2128 Ayrsley Town Blvd. Ste 201
Charlotte, NC 28273
NORTH CAROLINA
Environmental Quality
December 17, 2019
DWR# 18-1502V2
Mecklenburg County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Cheyney Development
Dear Mr. Johnson:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated November 22, 2019
and received by the Division of Water Resources (the Division) on November 26, 2019. After
reviewing your application, we have determined that this project is covered by Water Quality
General Certification Number 4139 which can be viewed on our web site at
https://deq. nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-
branch/401-wetlands-buffer-permits/401-401-isolated-wetlands-waters-program The General
Certification allows you to use Nationwide Permit Number 29 once it is issued to you by the U.S.
Army Corps of Engineers (COE). Please note that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
1. This approval is only valid for the purpose and design that you described in your
application. All conditions of the previously issued 401 Water Certification for this project
remain in effect unless superseded by this certification. If you change your project, you
must notify us in writing, and you may be required to send us a new application for a
new Certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all
conditions. 15A NCAC 02H .0506 and 15A NCAC 02H .0507
2. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
381 linear ft.
78 linear ft.
Wetland (HDWF)
0 acre
0.019 acre
Open Water (drain)
0 acre
1.1 acre
North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704.663,1699
NORTH CAROLINA
tlnparhnenl of EnWmmmenWl Quality

3. Water Quality/Stormwater: Please provide documentation showing that water quality
from the development will not be impaired. A storm water management plan in lieu of
such documentation is acceptable if approved by a delegated or state authority. 15A
NCAC 2H .1000
4. The permittee shall report to the Mooresville Regional Office any noncompliance with
this certification, any violation of stream or wetland standards [including but not limited to
sediment impacts, and any violation of state regulated riparian buffer rules. Information
shall be provided orally within 24 hours (or the next business day if a weekend or
holiday) from the time the applicant became aware of the circumstances. A written
submission shall also be provided within 5 business days of the time the applicant
becomes aware of the circumstances. The written submission shall contain a description
of the noncompliance, and its causes; the period of noncompliance, including exact
dates and times, if the noncompliance has not been corrected, the anticipated time
compliance is expected to continue; and steps taken or planned to reduce, eliminate,
and prevent reoccurrence of the noncompliance. The Division may waive the written
submission requirement on a case -by -case basis. 15A NCAC 02B .0200
5. Upon completion of the project, the applicant shall complete and return a "Certificate of
Completion" form to the 401/Wetlands Branch of the Division using the following link:
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS. FedEx. etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
DocuSigned by:
A.►..440., H
`—F161 FB69A2D84A3...
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
for
Attachments: Certificate of Completion, 20181502v1 Approval Letter
cc: Army Corps of Engineers, Charlotte, email
Christine Geist, CWS, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401
Wetland & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center,
Raleigh, NC, 27699-1617. This form may be returned to NCDWR by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature Registration No. Date

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT G:
Non -Notifying 12: Email Correspondence with Agencies

M Gmail
Aliisa Harjuniemi <[e-mail]>
Meridale-Cheyney Trunk Line stream impacts
Kerry Wright <[e-mail]> Mon, Mar 2, 2020 at 12:22 PM
To: Aliisa Harjuniemi <[e-mail]>
Forwarded message
From: Shaeffer, David Leigh (Dave) CIV USARMY CESAW (USA) <[e-mail]>
Date: Mon, Mar 2, 2020 at 12:17 PM
Subject: RE: [Non-DoD Source] Re: [External] Meridale-Cheyney Trunk Line stream impacts
To: Kerry Wright <[e-mail]>, Johnson, Alan <[e-mail]>
Cc: Christine Geist <[e-mail]>
Kerry,
If this is just a stream crossing with no wetland conversion then I am okay with them finishing the open cut with a non -reporting
NWP12.
Sincerely,
David L. Shaeffer
Project Manager/Geographer
U.S. Army Corps of Engineers
Charlotte Regulatory Office
Desk: 704-510-1437
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Original Message
From: Kerry Wright [mailto:[e-mail]]
Sent: Monday, March 2, 2020 10:28 AM
To: Johnson, Alan <[e-mail]>
Cc: Christine Geist <[e-mail]>; Shaeffer, David Leigh (Dave) CIV USARMY CESAW (USA)
<David. [e-mail]. mil>
Subject: [Non-DoD Source] Re: [External] Meridale-Cheyney Trunk Line stream impacts
Alan,
Based on your email, if we are to consider this an open cut with temporary impacts, would this then require coordination with the Corps
for a permit modification? During the site meeting with all involved, they were hoping to avoid an After -the Fact or permit modification if
at all possible. Knowing of course that it would require restoration.
David to get you caught up: This involves SAW-2006-41171. The permit called for the installation of a sewerline using jack and bore,
but during installation part of the stream collapsed.
Please call or email and I can explain further if needed.
Thank you
Kerry
On Mon, Mar 2, 2020 at 9:45 AM Johnson, Alan <[e-mail]<mailto:[e-mail]> > wrote:
Saw a highly turbid water flowing through a channel. That should stop. Pump around. Any sediment deposition removed.
Otherwise I look at this as an open cut, with temporary impacts and the stream restored back to original grade and elevation.
Keep me informed
Thanks

From: Kerry Wright [mailto:[e-mail] <mailto:[e-mail]> ]
Sent: Thursday, February 27, 2020 4:14 PM
To: Johnson, Alan <[e-mail]<mailto:[e-mail]> >; Christine Geist <c;,,:
<mailto:[e-mail]> >; Aliisa Harjuniemi <[e-mail] <mailto:[e-mail]> >
Subject: [External] Meridale-Cheyney Trunk Line stream impacts
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail] <mailto:[e-mail]>
Mr. Johnson,
I met with representatives of Charlotte Water, Mattamy Homes, and Hoopaugh Grading to assess a tributary impacted by the
installation of a sanitary sewer. Plans and photos are attached. After the installation of the 36" outer encasement pipe, but before they
could grout the void space between the two pipes, a portion of the stream bed above it collapsed.
They all know it needs to be repaired and that section of stream restored. They have asked CWS to coordinate this with NCDEQ.
Please let us know how you'd like to proceed. I have a few more photos and I can explain it further if needed. I can call you if I
need to explain the situation further.
Thank you
Kerry
Kerry Wright
Project Scientist
Carolina Wetland Services Inc. <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>
550 E Westinghouse Boulevard <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>
Charlotte, NC 28273 <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>
Cell:[phone]
Blockedwww.cws.net <Blockedhttp://www.cws.net/>
Kerry Wright
Project Scientist
Carolina Wetland Services Inc. <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>
550 E Westinghouse Boulevard <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>
Charlotte, NC 28273 <Blockedhttps://www.google.com/maps/place/550+E+Westinghouse+Blvd,+Charlotte,+
NC+28273/@35.1106074,-80.9107427,17z/data=!3m1 !4b1 !4m5!3m4! 1 s0x8856968deb306f85:0xa3483ad5991 ffcef!8m2!3d35.
110603!4d-80.908554?hl=en>

Cell:[phone]
Blockedwww.cws.net <Blockedhttp://www.cws.net/>
[Quoted text hidden]

Cheyney Permit Modification Request May 11, 2021
Attachments CWS Project No .2018-0103
ATTACHMENT H:
SHPO Correspondance

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
January 17, 2019
Sean Norris
TRC Solutions
621 Chatham Avenue, 2nd Floor
Columbia, SC 29205
[e-mail]
Re: Cultural Resources Survey of Four Stream Impact areas on the Cheyney Tract, Charlotte,
Mecklenburg County, ER 18-3276
Dear Mr. Norris:
Thank you for your submission of December 26, 2018, concerning the above referenced project. We have
reviewed the information provided and offer the following comments:
TRC conducted a cultural resources survey on approximately seven acres of the Chayney Tract corresponding
to the Permit Areas defined by the USACOE. A total of 44 shovel test pits were excavated in which no
archaeological resources were identified. 1'RC recommended that no significant cultural resources will be
impacted and no further work is necessary. We concur with the findings and recommendations and accept the
draft report as final.
The above comments are made pursuant to Section 106 and 110 of the National Historic Preservation Act and
the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review@a,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
122„,„ 6k0JACI
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20181502
Version*
3
Mooresville Regional Office - [phone]
Alan Johnson
Pre -Filing Meeting Request submitted 4/9/2021
Contact Name * Aliisa Harjuniemi
Contact Email Address* [e-mail]
Project Name* Cheyney
Project Owner* Mattamy Homes; POC: Brian Johnson
Project County* Mecklenburg
Owner Address: Street Address
2127 Ayrsley Town Blvd
Address Line 2
City State / Rovince / Region
Charlotte NC
Fbstal / Zip Code Country
28273 USA
Is this a transportation project?* C Yes r No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit l Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes C No
Please list all existing project ID's associated with this projects.*
18-1502V2
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below and include location information.*

This project is currently being constructed for a single-family
subdivision. U.S. Army Corps of Engineers (USACE) has previously
issued a Nationwide Permit Nos. 29 and 27 Verification for this
project.
This Permit Modification Request will request authorization for one
more additional open trench sewerline crossing. This crossing was
originally designed to be constructed utilizing jack -and -bore methods;
however, due to the rock that was recently encountered at the other
stream crossings, it was determined that the jack -and -bore method
would not be feasible at this location. The total number of open cut
crossings will be five.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
Site Plan and Impacts2021.pdf 558.6KB
pdf only
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.
• !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 4/9/2021