20201416 Ver 2_Dixie River Watermain_PCN_Resubmittal_031623_20230317

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW -
Prepare file folder ❑
Begin Date (Date Received):
Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Dixie River Road Watermain
2. Work Type: VPrivate ❑Institutional ❑Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
The project consists of watermain installation for the overall River District development. The application includes a PCN and a PJD
request
4. Property Owner / Applicant [PCN Form A3 or A41: Charlotte Water
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Jeff Levi/Wetlands & Environmental Planning Group - Leonard S. Rindner, PLLC
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form B lb]:
35.17295 N,-80.98629 W, (+/-) 15 acres located adjacent to the east and north side of Dixie River Rd.
from Berewick Elementary School west and north to Sadler Rd., Charlotte, NC 28278 0
8. Project Location -Tax Parcel ID [PCN Form Bla]: Charlotte Water easements (See attached parcel report)
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 132a]: Beaverdam Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03050101 - Upper Catawba
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 58
Regional General Permit #
L✓J Jurisdictional Determination Request
Section 10 and 404 ❑
Pre -Application Request
Unauthorized Activity
Compliance
No Permit Required
Revised 20150602

WEPG
Wetlands and Environmental Planning Group
Leonard S. Rindner, PLLC.
March 16, 2023
Mr. Bryan Roden -Reynolds
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Asheville, NC 28801
Mr. Andrew Pitner
NCDEQ
Division of Water Resources
610 East Center Street, Suite 301
Mooresville, NC 28115
Mr. Paul Wojoski
NCDEQ
Division of Water Resources
Wetlands & Storm Water Branch
512 North Salisbury Street
Raleigh, NC 27604
Mr. Byron Hamstead
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zillicoa St.
Asheville, NC 28801
Subject: Pre -Construction Notification for re -authorization of expired SAW-2020-02237 NWP#12 as a
NWP#58 for the 15-acre Dixie River Road Watermain in Charlotte, Mecklenburg County, North
Carolina.
Dear Messrs. Roden -Reynolds, Pitner, Wojoski, and Hamstead,
Enclosed is a request for re -authorization of proposed temporary impacts totaling 0.089 acres of
wetlands and 67 linear feet of stream channel for the installation of a watermain for the approximately
15-acre Dixie River Road Watermain to be located along the East and North side of Dixie River Road
from Sadler Road south to Berewick Elementary School, and West 1-485 in Charlotte, Mecklenburg
County, North Carolina. The purpose of the project is to provide a watermain utility line to service the
overall River District and surrounding communities. The temporary impacts were previously authorized
under a NWP#12 (SAW-2020-02237; DWR# 20-1416) which expired on 03/18/2022 (See attached
previously approved 404/401 authorizations). Site conditions and proposed impacts have not changed
since the previous submittal. Updated information is included in the JD and T&E sections of this
submittal to reflect current conditions which have not appreciably changed. This is a request for a re -
verification without any changes.
Charlotte Office: www.wetlands-epg.com Asheville Office:
10612-D Providence Rd, 1070 Tunnel Rd., Bldg. I
PMB 550 Suite 10, PMB 283
Charlotte, NC 28277 Asheville, NC 28805
[phone]
[e-mail] 1

Wetlands and Environmental Planning Group
Leonard S. Rindner, PLLC.
As shown on the attached exhibits, the proposed project will include temporary impacts to one wetland
area (Wetlands BD) and two streams (Beaverdam Creek and Beaverdam Creek Tributary). Impacts to
site surface waters associated with the proposed watermain were limited through location/orientation
of the proposed water line and minimizing the temporary access widths of the proposed working
corridors. Total temporary impacts proposed are to be 0.089 acres of wetlands and 67 linear feet of
stream channel. Temporary stream impacts will be restored as indicated in the included Stream Bank
Stabilization Detail. To compensate for the proposed wetland impacts along the corridor, the wetland
crossing will require the following:
• The top 6 to 12 inches of topsoil will be placed on fabric and replaced upon completion
• The temporary construction corridor will be reestablished with native species and
replanted at 260 stems per acre within the wooded corridor
• The permanent maintenance easement will be reseeded with native stabilization mix
• Anti -seep collars will be installed per state standards.
A portion of the watermain will be installed in a Conservation Easement. NCDEQ released the portion of
the easement where the proposed watermain will be installed and Charlotte Water has paid
NCDEQ/NCDMS mitigation fees to compensate for the release. Please see attached documents for
additional information.
Enclosed is a copy of our Threatened/Endangered Species Evaluation for the site. No listed
species were identified within the project area and we believe that there will be no effect on
listed species or their critical habitat as designated under Section 7 of the Endangered Species
Act. Please refer to the Threatened and Endangered Species Evaluation Section for additional
details on the terrestrial species evaluation.
Also enclosed is a copy of the Cultural Resources Evaluation report for the site. No recorded historic
structures are known to be within or adjacent to the study corridor. No archeological or historic
resources were recorded as a result of the current field survey. Given the intensity of subsurface
sampling, the significant level of disturbance within the study corridor due to early agricultural use,
erosion and improvements to Dixie River Road, it appears unlikely that the Dixie River Road water main
extension project, as proposed, will adversely impact properties
eligible for the NRHP.
Thank you for your consideration and please contact me if you have any questions, (828) 699- 3697 or
email [e-mail].
Sincerely,
Jeff Levi, Len Rindner, PWS
Biologist Principal
Charlotte Office:
10612-D Providence Rd,
PMB 550
Charlotte, NC 28277
[phone]
len. rindner@wetlan ds-epg.com
www.wetlands-epg.com
Asheville Office:
1070 Tunnel Rd., Bldg. I
Suite 10, PMB 283
Asheville. NC 28805

Previous Approvals

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-02237 County: Mecklenburg U.S.G.S. Quad: NC -Charlotte West
GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Charlotte Water
Charles Bliss
Address:
5100 Brookshire Boulevard
Charlotte, NC 28216
Telephone Number:
704-995-7518
E-mail:
cbliss(&charlottenc.gov
Size (acres) 15 Nearest Town Charlotte
Nearest Waterway Beaverdam Creek River Basin Santee
USGS HUC 03050101 Coordinates Latitude: 35.17295
Longitude:-80.98629
Location description: The review area is located along Dixie River Road. Reference review area description shown in Pre -
Construction Notification entitled "Figure 2, Vicinity Map" and dated 08/20/20.
Description of projects area and activity: This verification authorizes the temporary stream and wetland impacts of 67 linear feet
and 0.089 acres, respectively, to facilitate the construction of a watermain. All temporary stream and wetland impacts will be
restored to pre-existing conditions after the completion of construction.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line 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 12/15/2020, and the enclosed plans Preliminary Construction Drawings, Sheets
11=5 dated 2/14/2020. 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 permit 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.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
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 Bryan Roden -Reynolds at 704-510-1440or brvan.roden-reynolds(a)usace.army.md.
RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574
Corps Regulatory Official :REYNOLDS.BRYAN.KENNETH.1 263385574 Date. 2020.12210827.13-0588- Date: 12/21/2020
Expiration Date of Verification: 03/18/2022

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
Copy furnished:
Agent: Wetland and Environmental Planning Group
Jeff Levi
Address: 10612-D Providence Road, PMB 550
Charlotte, NC 28227
Telephone Number: 828-699-3697
E-mail: i eff.levi( )wetlands-epg.com

Action ID Number: SAW-2020-02237 County: Mecklenburg
Permittee: Charlotte Water, Charles Bliss
Project Name: Dixie River Road Watermain
Date Verification Issued: 12/21/2020
Project Manager: Bryan Roden -Reynolds
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: Bryan Roden -Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
bryan.roden-reynolds@us ace. army. mil
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

SAW-2020-02237
MEMORANDUM FOR RECORD
SUBJECT: Department of the Army Memorandum Documenting General Permit Verification
1.0 Introduction and overview: Information about the proposal subject to one or more of the
Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found
in Sections 2 through 4 and findings are documented in Section 5 of this memorandum.
Further, summary information about the activity including administrative history of actions
taken during project evaluation is attached (ORM2 summary).
1.1 Applicant name: Charlotte Water, Charles Bliss
1.2 Activity location: Latitude- 35.17295 Longitude:-80.98629 Location description: The review
area is located along Dixie River Road. Reference review area description shown in Pre -
Construction Notification entitled "Figure 2, Vicinity Map" and dated 08/20/20.
1.3 Description of activity requiring verification -This verification would authorize the temporary
stream and wetland impacts of 67 linear feet and 0.089 acres, respectively, to facilitate
the construction of a watermain. All temporary stream and wetland impacts will be
restored to pre-existing conditions after the completion of construction.
1.4 Is this an After -the -Fact verification? No.
1.5 Date PCN determined complete for processing 12/18/2020
1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 12/18/2020.
1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344)
1.8 Applicable Permit: NWP 12. Utility Line Activities
1.9 Activity requires written waiver of NWP limits? No.
1.10 Activity requires a waiver from the requirements of a regional condition(s)? No.
2.0 Evaluation of the Pre -Construction Notification
2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed
activity in waters would include the loss of jurisdictional waters (as specified in Section
1.3) and their associated aquatic resource functions. The proposed activity also has the
potential to result in indirect effects to waters including excess sedimentation in
downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the
project area, increase of downstream flows, and blocking/restricting aquatic life
passage transiting in and through the project area. These indirect effects are expected
to be minimal due to design criteria and Best Management Practices (BMPs) required by
Nationwide Permit General and Regional Conditions. Additionally, indirect effects would
be further reduced through the implementation of BMPs required by state, local, and
Federal ordinances and regulations.

SAW-2020-02237
2.2 Site specific factors: The review area consists of roadside edges, utility corridors, and
floodplain of Beaverdam Creek. General land use in the vicinity is residential
developments.
2.3 Coordination
2.3.1 Was the PCN coordinated with other agencies? No.
Agency coordination with the USFWS is required for the Northern Long Eared Bat.
However, the Corps is not required to wait for a response from the USFWS Asheville
Office in accordance with local procedures.
2.3.2 Was the PCN coordinated with other Corps offices? No.
2.4 Mitigation
2.4.1 Provide brief description of how the activity has been designed on -site to avoid and minimize
adverse effects, both temporary and permanent, to waters of the United States to the
maximum extent practicable at the project site -The applicant provided a detailed statement
describing their efforts to avoid and minimized impacts to waters of the United States
on the project site in the preconstruction notification. Based on this information, the
Corps believes the applicant has avoid and minimized impacts to waters of the United
State to the maximum extent practicable.
2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources
to reduce the individual and cumulative adverse environmental effects to a minimal level?
No.
Provide rationale: No compensatory mitigation is required because all impacts are
temporary and waters would be restored to pre -disturbance conditions following
completion of the activity.
3.0 Compliance with Other Laws, Policies and Requirements
3.1 Section 7(a)(2) of the Endangered Species Act (ESA)
3.1.1 ESA action area: The action area includes the waters of the United States that will be
directly affected by the proposed work or structures and uplands directly affected as a
result of authorizing the work or structures.
3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA
and completed consultation(s) as required? No.
3.1.3 Known species/critical habitat present? No. The Corps has determined that it has
fulfilled its responsibilities under Section 7(a)(2) of the ESA.
IPAC Species in Mecklenburg County:
NAME: Northern Long-eared Bat (Myotis septentrionalis) STATUS: Threatened
NAME: Carolina Heelsplitter (Lasmigona decorata) STATUS: Endangered
NAME: Rusty -patched bumble bee (Bombus affinis) STATUS: Endangered
NAME: Michaux's sumac (Rhus michauxii) STATUS: Endangered

SAW-2020-02237
NAME: Schweinitz's sunflower (Helianthus schweinitzii) STATUS: Endangered
NAME: Smooth coneflower (Echinacea laevigata) STATUS: Endangered
Effect determination (s), including no effect, for all known species/habitat, and basis for
determination(s): Based on the latest version of the Natural Heritage Program's NHEO
data, there are no protected species located within or in the vicinity of the action area.
The Corps has determined the proposed activity will not directly or indirectly affect any
species subject to the ESA.
3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife
Service was initiated and completed as required, for any determinations other than "no effect"
(see the attached "Summary" sheet for begin date, end date and closure method of the
consultation).
The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local
Operating Procedures for Endangered Species (SLOPES) between the USACE,
Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service
(Service) Offices, and determined that the action area for this project is located outside
of the highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria for the 4(d)
rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE
sent a Situation 1 email to the Service on December 18, 2020, informing them about this
project.
Service Concurrence: as established in the NLEB SLOPES, this project does not require
prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule;
therefore any associated take is exempt and it is not necessary for the USACE to wait
30 days for the Service to object or concur.
Based on a review of the information above, the Corps has determined that it has fulfilled its
responsibilities under Section 7(a)(2) of the ESA.
3.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habitat
(EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal
process. NMFS coordination/EFH consultation is required if the activity affects SAV.
This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has
been completed.
3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens
Act? No.
3.2.2 Did the proposed project require review under the Magnuson -Stevens Act? No.
3.3 Section 106 of the National Historic Preservation Act (Section 106)
3.3.1 Section 106 permit area -The permit area includes those areas comprising waters of the United
States that will be directly affected by the proposed work or structures, as well as activities
outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix
C(g)(1) have been met.
Final description of the permit area: All three test have been met and portions of the larger
project undertaken outside of waters of the U.S. are in the permit area. Activities

SAW-2020-02237
undertaken outside WOUS are included in the permit area because those activities are
directly associated and integrally related with the authorized work and those activities
would not occur but for the authorization of the work within the WOUS.
3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic
Preservation Act and completed consultation(s) as required? No.
3.3.3 Known cultural resource sites present and/or survey or other additional information
needed? No. Based on the NCDCR "HPOWEB" service and aerial photographs, there are
no known historic properties located in the permit area or in close proximity to the
permit area.
Effect determination and basis for that determination: The Corps has determined the
proposed activity will have no effect on properties listed or eligible for listing in the
National Register of Historic Places. This activity has no potential to effect historic
properties because the permit area(s) are located within an existing railroad and/or
NCDOT right-of-way.
3.3.4 Consultation was initiated and completed as required with the appropriate agencies, tribes
and/or other parties for any determinations other than "no potential to cause effects" (see the
attached "Summary" sheet for consultation type, begin date, end date and closure method of
the consultation). The Corps has determined that it has fulfilled its responsibilities under
Section 106 of the NHPA.
3.4 Tribal Trust Responsibilities
3.4.1 Was government -to -government consultation conducted with Federally -recognized Tribe(s)?
No. There are no known tribal interests in the project area.
Provide a description of any consultation(s) conducted including results and how concerns
about significant effects to protected tribal resources, tribal rights and/or Indian lands were
addressed. The Corps has determined that it has fulfilled its tribal trust responsibilities.
3.4.2 Other Tribal including any discussion of Tribal Treaty rights? Select Yes or No.
3.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC)
3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A
general WQC has been issued for this permit.
3.6 Coastal Zone Management Act (CZMA)
3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued,
waived or presumed? N/A, a CZMA consistency concurrence is not required.
3.7 Wild and Scenic Rivers Act
3.7.1 Is the projectlocated in a component of the National Wild and Scenic River System, or in a
river officially designated by Congress as a "study river" for possible inclusion in the system?
No. According to http://www.rivers.gov, the proposed project area is not within a
designated or study river.

SAW-2020-02237
3.8 Effects on Corps Civil Works Projects (33 USC 408)
3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33
USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil
Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the
proposal.
4.0 Special Conditions
4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or
ensure compliance of the activity with any of the laws above? No.
If no, provide rationale: The terms and conditions of the general permit are sufficient to
ensure no more than minimal adverse effects, and no conditions are needed for
compliance with other laws or to protect the public interest.
5.0 Determination
5.1 Waiver request conclusion, if required or select N/A: N/A.
5.2 The activity will result in no more than minimal individual and cumulative adverse effects on
the aquatic environment and will not be contrary to the public interest.
5.3 This activity, as described, complies with all terms and conditions of the permit identified in
Section 1.5.
PREPARED BY:
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.12 REYNOLDS.BRYAN.KENNETH.1263385574
63385574 Date:2020.12.21 08:25:57-05'00' Date: 12/21 /2020
Bryan Roden -Reynolds

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANI£L SMITH
Director
NORTH CAROLINA
Environmental Quality
January 12, 2021
DWR# 20-1416
Mecklenburg County
Mr. Charles Bliss
Charlotte Water
5100 Brookshire Blvd.
Charlotte, NC 28216
Delivered via email to cblissOcharlottenc.gov
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
1911 a ll=2 000RUTFTi OTAF1Pi1
Dear Mr. Bliss:
You have our approval for the impacts listed below for the purpose described in your application
dated December 29, 2020, and payment received by the Division of Water Resources on December
30, 2020. These impacts are covered by the attached Water Quality General Certification Number
4133 located at: https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-
buffer-permitting-branch/general. This certification is associated with the use of General Permit
Number 12 once it is issued to you by the U.S. Army Corps of Engineers. 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 Division has determined that the proposed project will comply with water quality requirements
provided that you adhere to the conditions listed in the enclosed certification and to the additional
conditions itemized below.
The following proposed impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
67 linear ft.
0 linear ft.
Wetland (BLHD)
0.089 acre
0 acre
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of this Certification. If you change
your project, you must notify the Division and you may be required to submit a new application
package with the appropriate fee. If the property is sold, the new owner must be given a copy of this
Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
D✓� North Carolina Department of Environmental Quality I Division of Water Resources
E Q Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
N11H fH (:A�i(1!.INA �
n.w O'tore'wml talQ"I 704.663.1699

If you are unable to comply with any of the conditions of the attached Water Quality General
Certification or with the additional conditions itemized below, you must notify the Mooresville Regional
Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee
becomes aware of the circumstances.
The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-
compliance circumstances.
Additional conditions:
The construction of the new water main may result/encourage development along the
construction corridor. Development of these parcels may impact additional waters and cause
violations of downstream water quality standards. The secondary/cumulative impacts
associated with this project must be adequately addressed by the applicant for any
development/project defined in 15A NCAC 02H.1003 associated with this system. Any storm
water facilities, at minimum, must be designed to meet state guidelines or document that the
project will not impact water quality. [15A NCAC 02H .0506(b)(1)]
Justification: In order to protect against impairment of water quality standards and best usage
of receiving and downstream waters, water quality based management practices must be
employed to protect against direct or indirect discharge of waste or other sources of water
pollution. In determining that the proposed activity will comply with state water quality
standards (including designated uses, numeric criteria, narrative criteria and the state's
antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in
secondary or cumulative impacts.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Chapter 150B of the North Carolina General
Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of
Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition
are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North
Carolina Administrative Code. Additional information regarding requirements for filing a Petition and
Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at
[phone]
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,
CA
DocuSigned by:
444t w H P. 41" for
F161FB69A2D84A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachment
cc: Bryan Rhoden Reynolds, Army Corps of Engineers, Charlotte, email
Len Rinder, WPEG, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
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
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:
Agent's Certification
Date:
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:
Engineer's Certification
Partial Final
Date:
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

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Permit Application

Leonard S. Rindner, PLLC Mail - Automatic reply: [External] Pre-Fili... https://mail.google.com/mail/u/0/?ik=30a2lc80ed&view=pt&search=a...
Jeff Levi <[e-mail]>
Automatic reply: [External] Pre -Filing Meeting Request - Re -verification of expired
404/401 - DWR# 20-1416
1 message
401PreFile <[e-mail]> Wed, Feb 15, 2023 at 11:24 AM
To: Jeff Levi <[e-mail]>
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records
and submit this documentation as part of your 401 application (PCN Application) as required by federal
law. DWR will not be able to accept your application without this federally required documentation. 401
applications received without documentation that a pre -filing meeting request was submitted at least 30
days prior will be returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff
contact list(s).
For Non -Transportation Central Staff:
https://deq. nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
perm itting/401-buffer-perm itting-contacts
For Non -Transportation Regional Staff: https-Hedocs.deq.nc.gov/WaterResources/Docview.
aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https-//deq. nc. gov/about/divisions/water-resources/water-resources-perm its/transportation-
perm itting/staff-contacts
1 of 1 2/15/2023, 11:27 AM

0� VVA
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
1 b.
Specify Nationwide Permit (NWP) number: 58 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X 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 ❑X 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.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Dixie River Road Watermain
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Charlotte Water
3b.
Deed Book and Page No.
Easement - See attached parcel maps
3c.
Responsible Party (for LLC if
applicable):
Charles Bliss
3d.
Street address:
5100 Brookshire Boulevard
3e.
City, state, zip:
Charlotte, NC, 28216
3f.
Telephone no.:
704-995-7518
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Jeff Levi
5b.
Business name
(if applicable):
Leonard S. Rindner, PLLC - Wetlands & Environmental Planning Group
5c.
Street address:
10612-D Providence Road, PMB 550
5d.
City, state, zip:
Charlotte, NC 28227
5e.
Telephone no.:
828-699-3697
5f.
Fax no.:
5g.
Email address:
I [e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Easement by Charlotte Water- see attached parcel rpt
1b.
Site coordinates (in decimal degrees):
Latitude: 35.17295 Longitude:-80.98629
1 c.
Property size:
15 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Beaverdam Creek
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
03050101 - Upper Catawba
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area consists of roadside edges, utility corridors, and floodplain of Beaverdam Creek. General land use in the vicinity is residential
developments.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.09
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 75
3d. Explain the purpose of the proposed project:
The project consists of watermain installation for the overall River District development.
3e. Describe the overall project in detail, including the type of equipment to be used:
Excavation of the site will use standard equipment - excavator, dump trucks, track hoe, etc.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: See comment below -SAW 2017-01761
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): WEPG
Agency/Consultant Company: WEPG
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Preliminary Jurisdictional Determination for the additional watermain easement is requested as part of this PCN package. A PJD was previously
reviewed for the primary development area known as River District and was submitted on August 17. 2017. The site was reviewed by David Shaeffer,
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
A NWP was obtained for temporary impacts to streams and wetlands for the Beaverdam Creek Trunk Sewer (SAW-2020-01077).
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
This is a permit application for utilities for the overall River District Project. This is a Charlotte Water CIP project. Other utility and development
projects are proposed to be submitted for review in the future.
Page 3 of 10
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 ❑ 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 T
Excavation
Bottomland Hardwood Forest
Yes
Corps
0.089
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.089
2h. Comments:
All proposed impacts are temporary and will be restored to pre-existing conditions as described on the exhibits.
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 T
Excavation
Beaverdam Creek Trib
PER
Corps
10
35
S2 T
Excavation
Beaverdam Creek
PER
Corps
12
32
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
67
3i. Comments:
All proposed impacts are temporary and will be restored to pre-existing conditions as described on the exhibits.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Due to the location of the on site streams and wetland, opportunities to avoid these areas were limited. Due to rocky substrate, boring is not a feasible
option. Impacts to site surface waters associated with the proposed watermain were limited through location/orientation of the proposed water line and
minimizing the temporary access widths of the proposed working corridors. Temporary stream impacts will be restored as indicated in the included
Stream Bank Stabilization Detail.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques will implement approved erosion control methods to avoid/minimize impacts to onsite/adjacent offsite receiving conveyances.
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?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El 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:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Watermain installation. No impervious surfaces are proposed as part of this project.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
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
❑X Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
0 No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑X Yes
❑ No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance
with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
As noted above, additional phases will involve impacts associated with road crossings, grading and BMPs associated with additional
utilities,
residential
and commercial developments for the overall River District project.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A threatened/Endangered species assessment was conducted in which no species were identified. Habitat does exist for the Northern Long Eared Bat
but the project is exempt as noted in the included T&E report.
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?
No essential fish habitat in this region.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Please see attached Cultural Resources Survey report from our Cultural Resource consultant.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
No elevation changes are being proposed. impacts will be returned to pre-existing conditions and elevations.
8c. What source(s) did you use to make the floodplain determination?
polaris 3G; www.fema.gov
Jeff Levi
03/16/2023
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Jurisdictional
Determination Request
Information

SAW-2020-02237
Determination of Jurisdiction:
A. ® There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the preliminary iurisdictional determination form dated 12/21/2020.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Digitally signed by RODEN
�7 �Y: RODEN REYNOLDS.BRYAN.KENNETH.1263385574 REYNOLDS.BRYAN.KENNETH.1263385574
Corps Regulatory Official: Date: 2020.12.21 08:25:20-05'00'
Bryan Roden -Reynolds
Date of JD: 12/21/2020
Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Charlotte Water, Charles Bliss File Number: SAW-2020-02237
Date: 12/21/2020
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
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/ReaulatoryProgramandPenuits.asi)
OZI& 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:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Bryan Roden -Reynolds
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1 OM15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
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 opportum to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 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. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 12/21/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Charlotte Water, Charles Bliss, 5100
Brookshire Boulevard, Charlotte, NC 28216
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Dixie River Road Watermain,
SAW-2020-02237
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located along
Dixie River Road. Reference review area description shown in Pre -Construction Notification entitled "Figure
2, Vicinity Map" and dated 08/20/20.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.17295 Longitude:-80.98629
Universal Transverse Mercator:
Name of nearest waterbody: Beaverdam Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: 12/18/20
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Feature
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
(decimal
amount of
resources (i.e.,
which the aquatic
degrees)
degrees)
aquatic
wetland vs. non-
resource "may be"
resources in
wetland waters)
subject (i.e., Section 404
review area
or Section 10/404)
(acreage and
linear feet, if
applicable
Beaverdam
35.1731
-80.98599
35 linear feet
Non -wetland
404
Creek
Tributary 2
35.17307
-80.9855
40 linear feet
Non -wetland
404
Wetland BD
35.17306
-80.98583
0.09 acre
Wetland
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 AID 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 are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figures 1-7
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® 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: Figure 4, USGS Approximate Location Mau (7.5-
minute auadrangle Charlotte West, NC)
®Natural Resources Conservation Service Soil Survey. Citation: Figure 5, NRCS Published Soils May (Soil
Survey of Mecklenburg County, Sheet 6) and Figure 6a, NRCS Soils Mau (Web Soil Survey of Mecklenburg
County)
® National wetlands inventory map(s). Cite name: Figure 7, National Wetlands Inventory Mau (USFWS NWI
Ma er
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Figure 1, Approximate Wetland Mau (Dated 08/21/20), Figure 2,
Vicinity Map (Dated 08/20/20), Figure 3, 2020 Aerial Photo (Dated 08/20/20)
or ® Other (Name & Date): Photographs 1-3
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified by the Corns
and should not be relied upon for later jurisdictional determinations.
RODEN Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.1263385574
REYNOLDS.BRYAN.KENNETH.1263385574 Date: 2020.12.21 08:24.27 -05-00-
Signature and date of Regulatory
staff member completing PJD
12/21 /2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to fmalizing an action.

}
D
7atapoint
n and direction
ary study limits
Project Boundary
Limits of Study
(+/- 15 acres)
LOCATION
Lat: 35.17295 2N
Long:-80.98629 2W
HUC: 03050101(Upper Catawba)
.:. d �,
.... ,J
{A
l'
I Perennial Stream
-- �J••- Perennial Stream ,
Beaverdam Creek Wetland BD Beaverdam Creek Tributary ,..t
'? ` (— 35 LF.. 0.006 AC) (-0.09 AC) (— 40 LF, 0.007 AC) -- "
+
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FIGURE NO.
Acres:
+/-15
DIXIE RIVER ROAD WATERMAIN
Mecklenburg County, NC
Drawn by:
PJK/JAL
Reviewed by:
-
1
Date:
Approximate Wetland Map
Prepared Charlotte Water
08121120
For study purposes only
Subject to USACE/NCDEQ verification
For: 5100 Brookshire Blvd.
Charlotte, NC, 28216

APPROXIMATE AQUATIC RESOURCE LINEAR FEET AND ACRES
WETLANDS Acres STREAMS LF Acres DIXIE RIVER ROAD
WATER MAIN
Perennial Stream
Wetland BD 0.09 Beaverdam Creek 35 0.006 Aquatic Resource
Acreage Table
Perennial Stream
Beaverdam Creek Tributary 40 0.007
SUBTOTAL
TOTAL WETLAND
YVEI?G
Wetlands and Environmental Planning Group
0.09 SUBTOTAL
0.09 TOTAL STREAMS
75 0.013
75 0.013
TOTAL SITE ACREAGE 15
TOTAL WETLAND AND STREAM ACREAGE 0.103
TOTAL UPLAND ACRES 14.897
Notes:
Linear feet and acreage:
are approximate
Prepared for
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC, 28216
Leonard S. Rindner, PLLC

Perennial Stream Beaverdam Creek NORTH CAROLINA R5
Perennial Stream Beaverdam Creek Tributary NORTH CAROLINA R5
Wetland BD
NORTH CAROLINA PFO
Linear 35 FOOT DELINEATE
Linear 40 FOOT DELINEATE
Area 0.09 ACRE DELINEATE
35.17310000-80.98599000
35.17307000-80.98550000
35.17306000-80.98583000

LEGEND `
ti Tributary
® Wetland
�P Data point
(D Photo location and direction
Project boundary study limits -
i
+ e
r
_ _dcFr
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R� LOCATION
Lat: 35.17295 °N
Long:-80.98629 °W
HUC: 03050101 (Upper Catawba)
Project Boundary
Limits of Study
15 acres)
�/rryyt� !/ a
l h �Jjryy .
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'�. JAL' — - + �� � `' •,�
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Perennial Stream '� r ..
al Stream
"*�t Perenni�+
Beaverdam Creek Wetland BD Beaverdam Creek Tributary`y
�p (� 35 LF, 0.006 AC) -0.09 AC) 40 LF, 0.007 AC)
$ �.•' Ike — — I A,• t f w + ��� •it JI 7i�
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Map created using Free and Open Source QGIS Version 3.4.4-Madeira
Acres: DIXIE RIVER ROAD WATERMAIN Drawn by: Reviewed by:
FIGURE N0. +/-15 Mecklenburg County, NC PJK/JAL
1. Date: Approximate Wetland Map Prepared Charlotte Water
08121120 For study purposes only For: 5100 Brookshire Blvd.
Subject to USACE/NCDEQ verification Charlotte, NC, 28216 '

VICINITY MAP
LOCATION
Lat: 35.17295 2N, Long:-80.98629 2W
HUC: 03050101 (Upper Catawba)
r Rd
westmoreland
8erryhill.
Dixie
SITE
tal6e�"EjRrHUL
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Charlotte -Obugfas
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,1 est Blvd West $Irrd
¢b a
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Berewick Regional Park
To Steele Creek Rd
l (Hwy160)
Source: https://www.bing.com/maps/ a Papa John's Pi
Acres: DIXIE RIVER ROAD WATERMAIN Drawn By: Reviewed By:
FIGURE +/- 15 Mecklenburg County, NC PJK/JAL
2 Prepared for:
Vicinity Map Charlotte Water
08120120 Approximate Location - For Study Purposes Only 5100 Brookshire Boulevard
Subject to USACE/NCDEQ verification Charlotte, NC, 28216

7
Project Boundary
Study Limits
15 ac)
l�.
`n - I
% LOCATION
Lat: 35.17295 9N, Long: -80.918629 1W
t HUC: 03050101 (Upper Catawba)
lot —
Acres: DIXIE RIVER ROAD WATERMAIN Drawn By: Reviewed By:
FIGURE +/-15 Mecklenburg County, NC PJ K/JAL
Prepared for:
3 08120120 2020 AERIAL PHOTO Charlotte Water
Approximate Location - For Study Purposes Only 5100 Brookshire Boulevard
Subject to USACEINCDEQ verification Charlotte, NC, 28216

7.5 Minute USGS Topographic Quadrangle
- Project Boundary
• �1 C i i55 Study Limits
r
15 ac) 4 •
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� -� _ - SCALE
6
, f` _ _ 1000 500 0 1000(Feet)
LOCATION
Lat: 35.17295 9N, Long:-80.98629 2W
h HUC: 03050101 (Upper Catawba)
Acres: DIXIE RIVER ROAD WATERMAIN Drawn By: Reviewed By:
FIGURE +/- 15 Mecklenburg County, NC PJK/JAL
4 Prepared for:
USGS APPROXIMATE LOCATION MAP
Charlotte Water
08/20/20
1:24,000Scale,CharlotteWest NC Quadrangle(1993) 5100 Brookshire Boulevard F •�
For Study Purposes Only, Subject to USACE/NCDEQ verification Charlotte, NC, 28216

NRCS ARCHIVED SOIL MAP — MECKLENBURG COUNTY
4
LOCATION
F� 'eD7 CeD? Lat: 35.17295 ON, Long:-80.98629 °W
Ce8 HUC: 03050101 (Upper Catawba)
PaE HFB
Az Ce
PaF aU tX7
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k� CeD2 d
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Pa
Study Limits
CL
(+/-) 15 acres
n PaF Ce92 taeB rev^ Gev
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- Ceil�
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EnD
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United States Department of Agriculture, Natural
reEt N J Y Pali Resources Conservation Service. 1980.
0 300 600 900 ,.zoo n Soil survey Mecklenburg County, North Carolina. Sheet 6
Acres: DIXIE RIVER ROAD WATERMAIN Drawn By: Reviewed By:
FIGURE (+/-) 15 Mecklenburg County, NC PJK/JAL
5 Prepared for:
NRCS PUBLISHED SOILS MAP
08/20/20 Charlotte Water _
(Mecklenburg County, NC. Sheet 6) 5100 Brookshire Boulevard
Subject to USACE, NCDEQ, and CMSS verification Charlotte, NC, 28216

WEB SOIL SURVEY
15* W 4^ of
i
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N 0 7 Boa Km
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Natural Resources Web Soil Survey W21a02O
Conservation Service National Cooperative Soil Survey Page 1 of 2
Acres: DIXIE RIVER ROAD WATERMAIN Drawn by: Reviewed by:
FIGURE +/- 15 Mecklenburg County, NC PJK
6a Date: NRCS SOILS MAP (Web Soil Survey) Prepared for:
Charlotte Water
08120120 https://websoilsurvey.sc.egov.usda.gov/App/WebsoilSurvey.aspx
5100 Brookshire Boulevard
Subject to USACE/NCDEQ verification Charlotte, NC, 28216
151" 10 W N

WEB SOIL SURVEY
Hydric Rating by Map Unit
Map unit syMbol
Map unit name
Rating
CeB2
Ceeil sandy clay loam. 2
0
to 8 percent slopes.
moderately eroded
COD2
Cecd sandy clay loam, 8
0
to 15 percent slopes.
moderately eroded
DuS
Davidson sandy clay
0
Wm- 2 to 8 percent
slopes
Dap
Davidson sandy day
0
loam. 8 to 15 percent
slopes
HeS
Helena sandy loam. 2 to
1
8 percent slopes
MO
Monacan loam, 0 to 2
5
percent slopes.
frequendy flooded
PaE
Pacolet sandy loam. 15
0
to 25 percent slopes
P&F
Pacolet sandy loam. 25
0
to 45 percent slopes
P83
Pacolet-Gullied land
0
complex. 10 to 25
percent slopes
0
VaD
Vance sandy loam. 8 to
15 percent slopes
0
WkI3
Wilkes loam. 4 to 8
percent slopes
Will
Wilkes loam, 8 to 15
0
percent slopes
WkE
Wilkes loam, 15 to 25
0
percent slopes
WkF
Wilkes loam. 25 to 45
0
percent slopes
Soils
Soil Rating Polygons
0
Hydric (100%)
0
Hydric (fib to 99%)
0
Hydric (33 to 65%)
❑
Hydric (1 to 32%)
❑
Not Hydric (0%)
❑
Not rated or not available
Acres: DIXIE RIVER ROAD WATERMAIN
FIGURE +/- 15 Mecklenburg County, NC
6b NRCS SOILS MAP— HYDRIC RATING
08120120 Web Soil Survey
Subject to USACE/NCDEQ verification
Drawn by: Reviewed by:
PJ K
Prepared for:
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC, 28216
�aFa 1NkF

L�,„
,U.S.
LOCATION
Fish and Wildlife Service
Wetlands
Lat: 35.17295 2N, Long:-80.98629 2W
National Wetlands
Inventor
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PU gust 21, 2020 This map is for general reference Orly The US Fish and Wildlife
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Serv're is not responsible for the accuracy or currentness of the
o
Wetlands
Freshwater Emergent Wetland
. Lake
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadam found on the
Wetlands Mapper web site
FIGURE
0 Estuarine and Marine Deepwater
Freshwater Forested/Shrub Wetland
Other
7
❑ Estuarine and Marine Wetland
Freshwater Pond
Riverine
��
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper
08/20/20
�7

Photo Point 1: View of Beaverdam Creek (facing downslope).
Date/Time: 2018:08:30-12:50:13 Direction: 1960 Coordinates: 35.17310,-80.98593
Photo Point 2: View of Beaverdam Creek Tributary (facing downslope).
Date/Time: 2020:03:06-15:19:06 Direction: 1900 Coordinates: 35.17307,-80.98544
..W-E p
Wetlands and Environmental Planning Group
Dixie River Road Watermain: Landscape Photographs
Mecklenburg County, INC
Leonard 5. Rindner, PLLC.

115
41
All IR 57
W
N 11
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Pik
a

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Dixie River Road Water Main City/County: Charlotte/Mecklenburg Sampling Date: 03/06/20
Applicant/Owner: Charlotte Water State: Sampling Point: DP1:WtldBD
Investigator(s): WEPG Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 1 %
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.17306 Long:-80.98583 Datum: WGS84
Soil Map Unit Name: MO (Monacan loam, 0 to 2 percent slopes) NWI classification: PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data Point #1 (DP1) is representative of Wetland BD. Conditions were "Wetter than Normal' compared to the 30 year normal range. (Antecedent
Precipitation Tool for 03/06/20).
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply) _Surface
Soil Cracks (136)
X Surface Water (Al)
_True Aquatic Plants (1314) _Sparsely
Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl) X
Drainage Patterns (1310)
_Saturation (A3)
X Oxidized Rhizospheres on Living Roots (C3) _Moss
Trim Lines (1316)
—Water Marks (131)
—Presence of Reduced Iron (C4) _
Dry -Season Water Table (C2)
—Sediment Deposits (132)
—Recent Iron Reduction in Tilled Soils (C6) _Crayfish
Burrows (C8)
_ Drift Deposits (133)
_Thin Muck Surface (C7) _Saturation
Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134)
_Other (Explain in Remarks) _Stunted
or Stressed Plants (D1)
—Iron Deposits (135)
X
Geomorphic Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow
Aquitard (D3)
—Water-Stained Leaves (139)
_Microtopographic
Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 2
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG JUL 2018
Eastern Mountains and Piedmont — Version 2.

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1:WtIdBD
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acerrubrum
35
Yes
FAC
Number of Dominant Species
2.
Platanus occidentalis
15
Yes
FACW
That Are OBL, FACW, or FAC: 5 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 8 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 62.5% (A/B)
7.
Prevalence Index worksheet:
50
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
25 20% of total cover:
10
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 25 x 2 = 50
1.
Acer rubrum
30
Yes
FAC
FAC species 75 x 3 = 225
2.
Liquidambar styraciflua
10
Yes
FAC
FACU species 35 x 4 = 140
3.
Platanus occidentalis
10
Yes
FACW
UPL species 0 x 5 = 0
4.
E/aeagnus angustifolia
10
Yes
FACU
Column Totals: 135 (A) 415 (B)
5.
Prevalence Index = B/A = 3.07
6.
Hydrophytic Vegetation Indicators:
7.
1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is <-3.0'
60
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
30 20% of total cover:
12
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
15
Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
Allium vineale
10
Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6.
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft (1
9.
m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless of
11.
size, and woody plants less than 3.28 ft tall.
25
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
13 20% of total cover:
5
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.1

SOIL Sampling Point: DP1:WtIdBD
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type'
Loc2
Texture Remarks
0-4
7.5YR 4/2
90
7.5YR 4/6 10 C
M
Loamy/Clayey Prominent redox concentrations
4-10
7.5YR 5/2
80
7.5YR 4/6 20 C
M
Loamy/Clayey Prominent redox concentrations
10-20
7.5YR 4/4
75
7.5YR 4/2 25 D
M
Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
Black Histic (A3)
—Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
X Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
X Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Dixie River Road Water Main City/County: Charlotte/Mecklenburg Sampling Date: 03/06/20
Applicant/Owner: Charlotte Water State: Sampling Point: DP2:upld
Investigator(s): WEPG Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 2%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.17301 Long:-80.98538 Datum: WGS84
Soil Map Unit Name: MO (Monacan loam, 0 to 2 percent slopes) NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data Point #2 (DP2) is located approximately 20m east of Wetland BD and Data Point #1 (DP1). Conditions were "Wetter than Normal' compared to the
30 year normal range. (Antecedent Precipitation Tool for 03/06/20)
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply) _Surface
Soil Cracks (136)
_Surface Water (Al)
_True Aquatic Plants (1314) _Sparsely
Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl) —Drainage
Patterns (1310)
_Saturation (A3)
_Oxidized Rhizospheres on Living Roots (C3) _Moss
Trim Lines (1316)
—Water Marks (131)
—Presence of Reduced Iron (C4) _
Dry -Season Water Table (C2)
_Sediment Deposits (132)
—Recent Iron Reduction in Tilled Soils (C6) _Crayfish
Burrows (C8)
_Drift Deposits (133)
_Thin Muck Surface (C7) _Saturation
Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134)
_Other (Explain in Remarks) _Stunted
or Stressed Plants (D1)
—Iron Deposits (135)
_Geomorphic
Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow
Aquitard (D3)
—Water-Stained Leaves (139)
_Microtopographic
Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes
No Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG JUL 2018
Eastern Mountains and Piedmont — Version 2.

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2:upld
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1. Liquidambar styraciflua
25 Yes
FAC
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 3 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 50.0% (A/B)
7.
Prevalence Index worksheet:
25 =Total Cover
Total % Cover of: Multiply by:
50% of total cover:
13 20% of total cover:
5
OBL species 0 x 1 = 0
Saplinq/Shrub Stratum (Plot size: 15
)
FACW species 10 x 2 = 20
1. Liquidambar styraciflua
30 Yes
FAC
FAC species 55 x 3 = 165
2. Platanus occidentalis
10 Yes
FACW
FACU species 30 x 4 = 120
3.
UPL species 0 x 5 = 0
4.
Column Totals: 95 (A) 305 (B)
5.
Prevalence Index = B/A = 3.21
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is <-3.0'
40 =Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20 20% of total cover:
8
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Allium vineale
15 Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2. Lonicera japonica
10 Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6.
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft (1
9.
m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless of
11.
size, and woody plants less than 3.28 ft tall.
25 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
13 20% of total cover:
5
height.
Woody Vine Stratum (Plot size: 30 )
1. Lonicera japonica
5 Yes
FACU
2.
3.
4.
5.
Hydrophytic
5 =Total Cover
Vegetation
50% of total cover:
3 20% of total cover:
1
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.1

SOIL Sampling Point: DP2:upld
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Loc2 Texture Remarks
0-3
7.5YR 3/2
100
Loamy/Clayey
3-10
7.5YR 4/4
100
Loamy/Clayey
10-20
7.5YR 4/4
75
7.5YR 4/2 25 D M Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X

I
I
I
I
N/F
1412 9] 06
MECKLENBURG
COUNTY
DB 24799-2691
N /F
4129103
WILLIAM A. SHAJR.
NCOW
6J
5
P� L86 between L36 and L37
DOE- BE be L30 and L31
L84 between L23 and L24 A
14117111
L83 between L20 and L21 MECKLENBURG COUNTY
DB 14350-402
MB 60-524
±59.169 AC
#4 REBAR
N/F
14117112
MECKLENBURG COUNTY
DB 14350-408
MB 38-521
S81.42'41 •.E
1874,18'
L74
� L6
J -I C7
L 72 ps p G�
O N/F
n (0 �'� 14117130 U
J CHARLOTTE—MECKLENBURG C4 L67
BOARD OF EDUCATION
O) DB 32299 Pg 392
J_ MB 60 Pg 524 N/F
LSE�'�ao R Rp
� PRV Pg
-#4 REBAR
�� 1106•08'
S82'34' 36" W
4117129
BEREWICK
SENIORS LLC
DB 32379 Pg 259
MB 61 Pg 917
� r,�Wf, 9
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
23,539
0.540
TOTAL AREA
2,577,379
59.169
AREA REMAINING
2,577,379
59.169
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
250 125 0 250 500 750 1000
HORIZONTAL SCALE:1"=500'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```�WGO
under my supervision and that the plat was
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • Pam'. v
z �G
INC Professional Land Surveyor L-5159 9
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
#4 REBAR
N/F
14117105
BEREWICK
VENTURE LLC
DB 33442 Pg 728
MB 65 Pg 79
Notes:
1. Tax Parcel ID - 14117111
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
In
J
I
I
i
9
XX --- 1
I
.. VICINITY MAP
CHARLOTTE
WJ)TE R
7031440005 1 xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=500'
PROFILE
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NSA PROPERTY OF
Vert. NSA MECKLENBURG COUNTY
CHARLOTTE, MECKLENBURG CO. INC
JBE I JBE SFM Q 02/14/20 Sheet Of
Drawn By Checked By Survey Supervisor 1 Date 1 3

v
NGS MON, SADLER
NO GRID LAD 83 (2011)
NO GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
A
14117111
MECKLENBURG COUNTY tk
DB 14350-402 F'� N
MB 60-524 G
t 59.169 AC
1Ilk ��°%
.:5tk
C,
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
23,539
0.540
TOTAL AREA
2,577,379
59.169
AREA REMAINING
2,577,379
59.169
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
CALCULATED POINT
NO GRID LAD 83 (2011)
NO GRID COORDINATES
N: 523938,94
E: 14011158.60
Z
LINE
BEARING
DISTANCE
E1
N76'14'51"E
19.79'
E2
N29`54'16"E
23.97'
E3
S47'29'47"E
16.00'
E4
N87`37'34"E
44.41'
E5
S00'52'15"W
26.46'
E6
N47'29'47"W
10.23'
E7
S29`54'16"W
10.61'
E8
S76'15'10"W
43.98'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
760.00'
26.18'
26.18'
N26`02'50"E
EC2
790.63'
191.84'
191.37'
N81'59'1 YE
EC3
1050.00'
59.37'
59.36'
S88`04'13"W
EC4
741.65'
172.81'
172.42'
S81'37'12"W
Notes:
1. Tax Parcel ID - 14117111
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
50 25 0 50 100 150 200
i
HORIZONTAL SCALE:1"=100' ,
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this plat was prepared ```���1111OGO
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GAS; v
NC Professional Land Surveyor L-5159
'•!,9
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
J -- ,_
4�.
,. VICINITY MAP
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=100'
PROFILE N/A
Hor.
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
MECKLENBURG COUNTY
CHARLOTTE, MECKLENBURG CO. NC
JBE I JBE I SFM Q 02/14/20 she
Drawn By Checked By Survey Supervisor 1 Date z
Of
3

CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
760.00'
772.57'
739.73'
NO2`05'15"W
C2
224.50'
117.53'
116.19'
S29`04'20"W
C3
224.50'
56.28'
56.13'
S06'53'34"W
C4
123.00'
68.31'
67.44'
N67`41'53"W
C5
93.00'
21.79'
21.74'
N45`04'33"W
C6
227.00'
63.65'
63.44'
N46`23'50"W
C7
235.00'
329.23'
302.96'
S83`18'02"W
C8
71.00'
81.37'
76.99'
S45'25'1 YW
C9
45.00'
36.01'
35.06'
S35`30'50"W
C10
199.61'
170.09'
164.99'
S34'01'42"W
C11
1050.00'
277.06'
276.25'
S82`07'51 "W
LINE
BEARING
DISTANCE
L1
N37`48'08"E
19.31'
L2
N66`17'57"E
12.92'
L3
S88'38'37"E
34.00'
L4
N57`43'56"E
28.63'
L5
N23`14'50"E
34.06'
L6
N16`04'16"E
41.85'
L7
N31'01'05"W
32.57'
L8
N21`05'44"W
28.12'
L9
N09`22'01 "W
25.17'
L10
N51'18'48"E
28.57'
L11
N80`42'29"E
17.57'
L12
N84`58'14"E
41.19'
L13
N83`08'04"E
41.92'
L14
N54`35'57"E
44.03'
L15
N39`05'31"E
29.53'
L16
N65`14'26"E
24.88'
L17
S83`01'31"E
38.84'
L18
N69`50'40"E
41.49'
L19
N29`07'02"E
55.81'
L20
N32`10'02"E
34.02'
L83
N33`49'45"E
15.81'
L21
N52`57'46"E
28.45'
L22
S83'46'22"E
36.57'
L23
N42`39'51"E
29.24'
L84
N01 `26'21 "E
41.93'
L24
N01'16'30"E
48.05'
L25
N04`15'01 "W
35.27'
LINE
BEARING
DISTANCE
L51
N40`24'09"E
37.98'
L52
N31'03'42"E
22.80'
L53
N24`15'29"E
23.66'
L54
N26`23'48"E
26.50'
L55
N42`55'46"E
35.37'
L56
N56`22'12"E
27.82'
L57
N69`42'20"E
38.37'
L58
N57`50'34"E
15.09'
L59
N35`19'59"E
39.94'
L60
N34`13'13"E
37.79'
L61
N61'51'17"E
21.86'
L62
S03`46'34"W
427.12'
L63
S15`28'38"W
403.49'
L64
S82`54'50"W
21.59'
L65
S44`06'48"W
59.83'
L66
S00`05'34"E
9.76'
L67
N86`18'10"W
55.46'
L68
N83`36'32"W
47.83'
L69
N51'47'1 YW
19.67'
L70
N38`21'53"W
129.78'
L71
N12'35'42"W
11.75'
L72
N85`08'21 "W
257.19'
L73
NO3`49'40"E
64.58'
L74
N86`10'20"W
90.67'
L75
S03`49'40"W
87.87'
L76
S00`54'15"W
23.42'
L77
SO3`17'21 "W
15.32'
L78
S02`36'01 "W
42.86'
L79
S00`52'15"W
102.08'
L80
S74`34'41"W
369.93'
L81
S76`1510"W
136.47'
L82
S75`55'54"W
14.91'
Notes:
1. Tax Parcel ID - 14117111
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
a
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
O
I, J. Brian Elliott, certify that this plat was prepared
under my supervision and that the plat was „�...
prepared for the purpose of acquisition and
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
INC Professional Land Surveyor L-5159
'•!,9
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O(/// 11 11111\\
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=xx'
PROFILE N/A
Hor.
VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
MECKLENBURG COUNTY
CHARLOTTE, MECKLENBURG CO. INC
-17
JBE I JBE I SFM Q 02/14/20 she
Drawn By Checked By Survey Supervisor 1 Date 3
Of
3

FIGS MON, SADLER
NO GRID HAD 83 (2011)
NO GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
un
P 0 Q
N /F
W cA
14129103
6 X3
WILLIAM A.
J
00� N_ W,
SHAW JR,
N /F
14129105
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BURRIS HOLDINGS LLC
DB 12002 Pg 826
O G
O
--------------
160.55' v
A
6
CD w�E�
0
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CALCULATED POINT
NO GRID HAD 83 (2011)
C5
NO GRID COORDINATES
N:524380,84
E:1407115,89
� ME14129106
"SEE INSET A'
Z COUNTY
1"=60'
Q DB 24799-269
�_D_ m
N /F
14117130
zil
N/F
CHARLOTTE—MECKLENBURG
14117101
BOARD OF EDUCATION
DIXIE RIVER LAND
DB 32299 Pg 392
COMPANY LLC
MB 60 Pg 524
DB 12722 Pg 642
O w
LO
"SEE INSET A'
LINE
BEARING
DISTANCE
L1
N32'56'57"E
31.04'
L2
N27'33'13"E
79.33'
L3
N31'01'21 "E
38.94'
L4
N37'47'06"E
7.87'
L5
S76` 18' 12"W
58.62'
R RD
---_ D1X�ERwoNR/W
� 66V Ag�-E
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C 1
760.00'
772.57'
739.73'
S02'05' 15"E
C2
745.18'
26.59'
26.58'
S28'01'34"W
C3
760.00'
42.00'
41.99'
S30`37'17"W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
3,512
0.081
TOTAL AREA
165,779
3.806
AREA REMAINING
165,779
3.806
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
LINE
BEARING
DISTANCE
E1
N14'15'26"W
30.00'
E2
N76`14'46"E
24.07'
E3
N31'14'53"E
23.14'
E4
S76'14'51"W
44.64'
E5
S31`14'53"W
23.14'
E6
S76'14'46"W
36.23'
CURVE
DIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
0.00'
N5.18'�
26.18'
26.18'
S26'02'50"W
EC2
13.15'
13.15'
S27`30'35"W
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this plat was prepared ```���1111 I I fit 1 600
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. A,
v
NC Professional Land Surveyor L-5159
vIf
�� ,��yy
The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
Notes:
1. Tax Parcel ID - 14129106
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
0
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
17ff
4 VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
MECKLENBURG COUNTY
CHARLOTTE, MECKLENBURG CO. NC
BPP I JBE I SFM 02/17/20 jSh(
Drawn By Checked By Survey Supervisor 2 Date 1
Of
1

NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
41
J
N: 529152.90
J J
E:1405854.49
o N rn
CGF: 0.99984563
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14116193
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HOMEOWNERSZ ,n
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INC 0
DB 33446 r
Pg 264 0
MB 56 Pg
899/900
0 DIXIE
RIVER RD
24.28':
6.45'
LINE
BEARINGDISTANCE
E1
S39'1915 E
152.11
E2
S84'19 50 E
42.21
E3
N84'2510 E
59.88
E4
N76'14 46 E
132.86
E5
S14'15 26 E
30.00
E6
S76'14 46 W
133.13
E7
S84'2510 W
62.84
E8
N84'19 50 W
57.59
E9
N39'1915 W
152.15
LINE
BEARING
DISTANCE
L1
S76'1812 W
100.79
L2
N01'02 20 E
93.84
L3
S86'05 26 E
117.26
I J'�
•#5\REBAR FOUND
NC GRID NAD 83 (2011)
NC GRID COORDINATES /
�' N:524423.66 /
E:1406489.26
N/F
14129105
BURRIS HOLDINGS LLC
DB 12002 Pg 826
S86°05'26"E _; 628 19'
1
1
2
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14129106
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Sanitary Sewer Easement C1
DB 26611 Pa 518
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH CHORD BEARING
C1
764.86
354.76
351.59 S87'37 34 W
C2
726.17
151.40
151.12 N73'06 49 W
CURVE
I RADIUS
I ARC NGTH
CHORD LENGTH
CHORD BEARING
EC1
485.00
69.19
69.13
N80'19 58 E
EC2
515.00
73.47
73.40
S80'19 58 W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
26,125
0.600
TOTALAREA
558,975
12.832
AREA REMAINING
558,975
12.832
POINT
O CALCULATED POINT
4' #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
10 50 0 100 200 250 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
111111//
I, J. Brian Elliott, certify that this plat was prepared :%,111/j
C A p , ///
under my supervision and that the plat was �� .` `` ............ 0 /'
prepared for the purpose of acquisition and ,,OFEss/
easements only, and is not intended to be a Q
boundary survey of prope s wn. %�% Z • �?
EAL I =
L- 5159
NC essi Land urveyor L-5159 v i �9
3.4b �
The surveyor's signature and seal must by in green to be "/�° I' •• O
original. If the signature and seal are not in green this map �'� ► V •, E��
is a copy that may be presumed to contain unauthorized/111111/1
alterations.
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 8-10-2 Added Sanitary Sewer Easement DB 26611-
Phone: [phone]
No. I Date I Revision
DIXIE RIVER RD
VARIABLE WIDTH R/W
Notes:
1. Tax Parcel ID - 14117101
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
1 - VICINITJAP
CHARLOTTE CHARLOTTE WATER
WJ)T E R CHARLOTTE, NORTH CAROLINA
7031440005
1 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No.
File No.
Scales
PLAN 1"=200'
PROFILE Hor. WA
PROPERTY OF
Vert. WA
DIXIE RIVER LAND COMPANY LLC
CHARLOTTE, MECKLENBURG CO. NC
BPP
E
JIBE
SFM
08103120
Sheet
Of
Survey Supervisor
1
1
Drawn By
Checked By
Date

NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N. 529152.90
:1405854.49
CGF: 0.99984563
X '\ N/F
14116193
0 VILLAGES OF SELKIRK
W AT BEREWICK
09 1 MB 56 Pg 899-900
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411 38,
CALCULATED POINT
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N:524304.70
E:1405438.15
LINE
EARING
DISTANCE
L1
S78'52 15 E
75.74
L2
S78'52 15 E
66.53
L3
S78'52 15 E
69.38
14
S78'S2 15 E
66.28
L5
S78'52 15 E
63.21
L6
S78'52 15 E
6T53
L7
S78.56 14 E
13.43
L8
I N22'38 13 E
142.32
L9
N42'03 17 W
23.18
L10
N16'11 07 E
57.47
L11
N52'42 10 E
79.75
L12
N01'38 53 E
104.84
L13
N23'13 52 W
101.39
L14
N65'16 38 T
67.92
L15
N86'05 26 W
1 17.26
L16
S01'02 20 W
34.96
L17
I N45'07 04 W
265.90
DIME RIVER L -
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/
BEREWICK
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264
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BEARING !) \\
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CH
C 1
30.00
45.96
41.59
N35 03 05 W
C2
499.00
14.26
14.26
S79'41 23 E
C3
929.29
49.80
49.79
S77.24 07 E
64
929.29
65.82
65.81
S73'50 16 E
C5
929.29
64.10
64.08
S69'49 57 E
C6
929.29
61.22
61.2
SS65.58 10 E
C7
929.29
64.28
64.27
S62'06 02 E
C8
929.29
64.85
64.84
S58'07 11 E
C9
901.00
531.83
524.14
N62'01 39 W
C10
4-1
54.34
50.58
N07-50 38 E
AREA TABLE
AREAS
SgFt
ACRES
WATERLINE EASEMENT
34,963
0.796
WATER LINE EASEMENT WITHIN RIW
14,511
0.333
TOTALAREA
125,557
2.882
AREA REMAINING
125,557
2,882
LEGEND
POINT
O CALCULATED POINT
#5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
10 50 0 100 200 300 400
HORIZONTAL SCALE:1 "=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
���11111111////
I, J. Brian Elliott, certify that this plat was prepared \0% C A p /,��
under my supervision and that the plat was �� .` `` ,.C. . ` if
prepared for the purpose of acquisition and ��� E�0�
easements only, and is not intended to be a 0 'Q•.. "��%%
boundary survey of property shown.
SAL
L-5159
NC essi I and Surveyor L5159 C,
The surveyor's signature and seal must by in green to be /i 1 /,�•N
original. If the signature and seal are not in green this map '7//, � /' • 11�1 is a copy that may be presumed to contain unauthorized
alterations.
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 8-10-21 Added Sanitary Sewer Easement DB 29913-1
Phone: [phone]
No. Date Revision
J
Notes:
1. Tax Parcel ID - 14116193
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GIPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
- V
I 12
9
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s
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CHARLOTTE
CHARLOTTE WATER
WjjT L R
CHARLOTTE, NORTH CAROLINA
7031440005 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No. File No.
Scales
PLAN 1"=200'
PROFILE Hor. NIA
PROPERTY OF
Vert. NIA
BEREWICK HOMEOWNERS ASSOC., INC.
CHARLOTTE,MECKLENBURG CO. NC
BPP
JBE
SFM
02/14/20
sheet
Of
Checked By
Survey Supervisor
4
Q
1
3
Drawn By
Date

n
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AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
34,963
0.796
WATER LINE EASEMENT WITHIN RNV
14,511
0.333
TOTALAREA
125,557
2.882
AREA REMAINING
125,557
2.882
Notes:
1. Tax Parcel ID - 14116193
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
LEGEND
POINT
O CALCULATED POINT
4 #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
AREA
WATER LINE EASEMENT u 13
WATER LINE EASEMENT
9
�! WATER LINE EASEMENT WITHIN R1W
30 15 i0 30 60 90 120
HORIZONTAL SCALE:1"=60'
This map was prepared for the purpose of right-of-way or easement acquisition 3 f
only and is not intended to be a boundary survey of the property shown. ,
I, J. Brian Elliott, certify that this plat was prepared C1 A A f�
under my supervision and that the plat was `T
prepared for the purpose of acquisition and `` '••.•��— t C
easements only, and is not intended to be a •
2 r' �' + VICINITY MAP
boundary survey of property shown. �•i:�
E L -
CHARLOTTE CHARLOTTE WATER
L— 5159 = WJ)T E R CHARLOTTE, NORTH CAROLINA
JINC s 4LaWSurveyor L5159 •:
i� ��`
The surveyors signature and seal must by in green to be / •' •• xxx-xx-xxx
` 7031440005 DIXIE RIVER ROAD
original. If the signature and seal are not in green this map /////"/ � tN t tE; ��� Job No. Scales File No. WATER MAIN
is a copy that may be presumed to contain unauthorized PLAN 1 "=60'
alterations.
Prepared by: PROFILEHor. N/A PROPERTY OF
LDSI, Inc. Vert. WA BEREWICK HOMEOWNERS ASSOC., INC.
201 West 29th St., CHARLOTTE, MECKLENBURG CO. NC
Charlotte, NC 28206
License No. C-1925 1 18-10-20 Added Sanitary Sewer Easement DB 29913-167 BPP JIBE SFM 02/14/20 Sheet Of
Phone: [phone]
No. Date Revision Drawn By Checked By Survey Supervisor Date

�0 /
r
LINE
BEARING
DISTANCE
E1
I S78'52 15 E
21.85
E2
S65' 11 02 E
23.92
E3
1 S84' 16 23 E
45.38
E4
S08'02 06 E
24.16
E5
S01'02 20 W
6.55
E6
I N65'11 02 W
27.71
Fc3
3
N F
14117101
DIXIE RIVER LAND
/ DB 33446 Pg 264 DB 012722 Pg 642
MB 56 Pg 899/900
/ C 0 DIXIE RIVER RD
\ \ Sanitary Sewer Easement
h•� \ \ \ DB 29913 Pg 167
f \
f � \
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\ \
s �99 0� 'Q�
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23 E \,
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD B
EC1
EC2
499.00
715.00
14.26
464.69
14.26
456.55
S79'41
S57'48 55 E
EC3
685.00
445.19
437.39
N57.48 55 W
EC4
30.00
44.15
40.2
NN33' 19 26 W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
34,963
0.796
WATER LINE EASEMENT WITHIN RNV
14,511
0.333
TOTAL AREA
125.557
2.882
AREA REMAINING
125,557
2.882
LEGEND
POINT
O
CALCULATED POINT
a
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLF
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
WATER LINE EASEMENT WITHIN RNV
30 15 0 30 60 90 120
HORIZONTAL SCALE:1 "=60'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
,,,tt1tll.►,,,,
I, J. Brian Elliott, certify that this plat was prepared %\ Ci q
under my supervision and that the plat was �� .`� .......,,r•1•"•
prepared for the purpose of acquisition and .; � FESS I • ,•` � ��
easements only, and is not intended to be a
boundary survey of property shown. = �:: NX
�� •': =
SE L
L- 5159
NC fes Land Surveyor L-5159 w !9 '�
••' •��
The surveyor's signature and seal must by in green to be i�j/'• • ` ��
srlalcol Ithatmaybefpresumed seal
tocontainu unauthorized
'//'/ 'l�lt� `\``
PY Y
alterations.
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 8-10-21 Added Sanitary Sewer Easement DB 29913-1
Phone: [phone] No. Date Revision
4
14116193
BEREWICK HOMEOWNERS
ASSOCIATION INC
Notes:
1. Tax Parcel ID - 14116193
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
13
u
z
a
z
�1 9
a
7
a nrfj
s �t ihry.
fJ� `-�j-, •'�Q 9 2
9 �� 3
VICINITY MAP
CHARLOTTE CHARLOTTE WATER
W6T E R CHARLOTTE, NORTH CAROLINA
7031440005 xxx-xx-xxx
Job No. File No. DIXIE RIVER ROAD
Scales WATER MAIN
PLAN 1"=60'
PROFILE Hor. WA PROPERTY OF
Vert. NIA BEREWICK HOMEOWNERS ASSOC., INC.
CHARLOTTE, MECKLENBURG CO. NC
BPP JIBE SFM oz114l2o Sheet of
Drawn By Checked By Survey Supervisor 4 Date 3 3

NGS RON, SADLER
- -
NOGRID NAD 83 (2011)
- -
NO GRID COORDINATES
N: 529152,90
6
E: 1405854, 49
N F
CGF: 0.99984563
14116121
RAMOTH AME
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N: 524688,01
d
E:1405063,69
„E
50
E1 N80-18'
8 711
CURVE1
RADIUS
IARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
1 30.00'
1 46.20'
1 41.77'
1 S69`05'20"W
C2
529.00'
505.92'
1 486.86'
1 N39`18'37"W
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
490.30'
237.77'
235.44'
S39'58'15"E
EC2
30.00'
10.93'
10.87'
S35`24'22"W
EC3
515.00'
233.26'
231.27'
N40`57'30"W
LOT 34
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31.53'
E2
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7.93'
E3
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54.19'
E4
S53`56'02"E
118.67'
E5
S65'11'02"E
81.25'
E6
S47`36'38"E
16.85'
E7
S24`58'16"W
14.23'
E8
N65`11'02"W
98.23'
E9
N53`56'02"W
121.62'
E10
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30.65'
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54.31'
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IBETRING
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28.34'
L2
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14.23'
MB 56 Pg 899900 VILLAGES OF SELKIRK
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AREAS
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15,855
0.364
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2,812
0.064
TOTAL AREA
53,861
1.236
AREA REMAINING
53,861
1.236
LEGEND
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EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
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WATER LINE EASEMENT
WATER LINE EASEMENT WITHIN RfW
50 25 0 50 100 150 200
HORIZONTAL SCALE:1"=100'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
`�,11111111/ , �
I, J. Brian Elliott, certify that this plat was prepared ���PC'
under my supervision and that the plat was ���.` `` „�...
prepared for the purpose of acquisition and
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G G��; v
INC Professional Land Surveyor L-5159
'•!,9
SW,,,yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations. 0
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
Notes:
1. Tax Parcel ID - 14116194
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 1 xx....xxx
Job No. File No.
9
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VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PLAN V=100'
PROFILE
Hor. NSA PROPERTY OF
Vert. NSA BEREWICK HOMEOWNERS ASSOC., INC.
CHARLOTTE, MECKLENBURG CO. INC
BPP I JIBE SFM 02/05/20 SheLtofDrawn By Checked By Survey Supervisor Date

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30.10'
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30.62'
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49.99'
E4
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31.53'
E5
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34.32'
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37.07'
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4116194
TOME
BEREWICK HOMEOWNERS
ASSOCIATION INC
DB 33446
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MB 56 Pg 899/900
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
6,787
0.156
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73,503
1.687
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73,503
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EXISTING PROPERTY LINE
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This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
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under my supervision and that the plat was ���.` ``.........
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prepared for the purpose of acquisition and ��`�CL: •.,�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
NC Professional Land Surveyor L-5159
'•!,9 CEO
The surveyor's signature and seal must by in greenQte
original. If the signature and seal are not in green this map
is a copy that may be presumed to contain unauthorized O(
alterations. 0
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
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Notes:
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and the NC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=60'
PROFILE N/A
Hor.
7
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CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
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PROPERTY OF
RAMOTH AME ZION CHURCH
CHARLOTTE, MECKLENBURG CO. NC
BPP I JBE I SFM 02/17/20 jSh(
Drawn By Checked By Survey Supervisor 6 Date 1
Of
1

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NO GRID NAD 83 (2011)
NO GRID COORDINATES
N:529152,90
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CGF: 0,99984563
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N: 524996, 21
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DB 33446 Pg 264
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AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,998
0.069
TOTAL AREA
199,745
4.59
AREA REMAINING
199,745
4.59
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
1
N /F
14116194
BURRIS
HOLDINGS
1 LLC
DB 12002
Pg 826
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14116123
ONSITE HOLDINGS LLC
DB 27099 Pg 305
6810 DIXIE RIVER RD
S85°16'54"W 77:777525.94'
Notes:
1. Tax Parcel ID - 14116123
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
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This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown. O
d�
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I, J. Brian Elliott, certify that this plat was prepared �`, �G
under my supervision and that the plat was ��".` `` „�... ��,
prepared for the purpose of acquisition and ��`�CL: •.,�����
easements only, and is not intended to be a Q m
boundary survey of property shown. �•. /`!G G��; v
NC Professional Land Surveyor L-5159
'•!,9
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The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
iogi Gim Wr _
1
1
1
1 ,1
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
ONSITE HOLDINGS LLC
CHARLOTTE, MECKLENBURG CO. NC
—17
BPP I JBE I SFM 01/24/20 jSh(
Drawn By Checked By Survey Supervisor 7 Date 1
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
585.00'
51.16'
51.14'
S02'36'11 "E
EC2
615.00'
48.79'
48.78'
NO2`50'07"W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,998
0.069
TOTAL AREA
199,745
4.59
AREA REMAINING
199,745
4.59
LEGEND
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WATER LINE EASEMENT
15 7.5 0 15 30 45 60
HORIZONTAL SCALE:1"=30'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this plat was prepared ```���1111 11fit OGO
under my supervision and that the plat was ���.` `` „�...
prepared for the purpose of acquisition and ��`�CL: •.,�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • Cam'. v
INC Professional Land Surveyor L-5159 5 9
�� ,-Cy"
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map N F \;
is a copy that may be presumed to contain unauthorized O(
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
ZEL
N /F
14116121
RAMOTH AME
ZION CHURCH
DB 4969 Pg 9612
Notes:
1. Tax Parcel ID - 14116123
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
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CHARLOTTE
WJ)TE R
7031440005 1 xxx....xxx
Job No. I File No.
Scales
PLAN 1"=30'
PROFILE
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NIA PROPERTY OF
Vert. NIA ONSITE HOLDINGS LLC
CHARLOTTE, MECKLENBURG CO. INC
BPP I JIBE SFM 01/24/20 Sheet Of
Drawn By Checked By Survey Supervisor 7 Date 2 2

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4116120
BERNIE WALLACE GRIER
00 C GRID COORDINATES
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DB 1154 Pg 397
N:525057,59
E: 1405000,58
.2
2168'
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144.96'
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14116123
ONSITE HOLDINGS LLC _ —
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AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
1,865
0.043
TOTAL AREA
17,492
0.402
AREA REMAINING
17,492
0.402
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
LINE
BEARING
DISTANCE
E1
N83°11'19"E
30.72'
E2
S80`27'20"W
30.39'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
585.00'
61.49'
61.46'
S02°54'48"W
EC2
615.00'
62.86'
62.83'
NO2°21'56"E
Notes:
1. Tax Parcel ID - 14116130
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT I HEREBY ADOPT THIS
PLAN OF SUBDIVISION WITH MY FREE CONSENT, AND DEDICATE
ALL RIGHT—OF—WAYS, STREETS, ALLEYS, WALKS, EASEMENTS,
PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS
NOTED.
OWNER
30 15 0 30 60 90 120
HORIZONTAL SCALE:1"=60'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown. 1
��\1111111/ � O
I, J. Brian Elliott, certify that this plat was prepared �\0 OG `
under my supervision and that the plat was ���.` `` „�....
prepared for the purpose of acquisition and ��`�CL: •.,����� — //
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
NC Professional Land Surveyor L-5159
�� ,��yy �
SU
The surveyor's signature and seal must by in green tt E original. If the signature and seal are not in green this map ! N \;
is a copy that may be presumed to contain unauthorized O(///11 111111�
alterations. 0
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 xxx-xx-xxx
Job No. File No.
Scales
PLAN 1"=60'
PROFILE N/A
Hor.
Vert. N/A
DATE
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
YADIRA FERNANDEZ
CHARLOTTE, MECKLENBURG CO. NC
BPP I JBE I SFM 01/28/20 jSh(
Drawn By Checked By Survey Supervisor $ Date 1
0

C1 �"SEE INSET A" DIXIE RIVER RD State Road: 1155)
77
co APPARENT 60' R/W EASEMENT
(NO DEDICATION FOUND OR PROVIDED)
w
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14116123
ONSITE
HOLDINGS LL
DB 27099
Pg 305
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14116112
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POTTS
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L5 Pg 625
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136, 72' N27 03, � CO N /F
75 35 0'E " 1411 6113
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14116120 POTTS
MARY P. FRAZIER & DB 11405
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DB 18770 P 700
wo 6820 DIXIE RIVER N �° � N /F L9 I N /F
RD N_ 14116128 14116114
N �JOSE E RODRIOUEZ LEE HALL U' MARIA M RODEQUEZ DB 1632 0
DB 30764 Pg 256 Pg 469 o
0
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0
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C 14116115
KERMIT POTTS
DB 33946 Pg 161
0
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0
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15 5g 14129105
S 4 BURRIS HOLDINGS LLC
DB 12002 Pg 826
ICURVEI
RADIUS
IARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
405.25'
127.16'
1 126.64'
1 N05'14'30"E
C2
595.53'
223.41'
1 222.10'
1 N06-22'53"E
AREA TABLE
AREAS
SgFt
I ACRES
WATER LINE EASEMENT
10,302
0.236
TOTAL AREA
536,668
12.320
AREA REMAINING
536,668
12.320
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
200 100 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this plat was prepared `�����111IOGO
under my supervision and that the plat was „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GW�; v
INC Professional Land Surveyor L-5159
'•!,9 W
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! N E \;
is a copy that may be presumed to contain unauthorized OI ���/ 1111110/
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
L12
0
I II
II
I
I
LINE
BEARING
DISTANCE
L1
NO2'00'03"E
16.58'
L2
N13'01'25"E
20.41'
L3
N83'06'25"E
75.00'
L4
N67'47'05"E
155.66'
L5
N05'00'20"W
94.24'
L6
S60-47'12"E
106.76'
L7
N85'12'40"E
143.70'
L8
N54'41'25"W
84.57'
L9
S07'33'38"E
80.08'
L10
S73'28'01 "W
101.65'
L11
S13'12'07"E
102.28'
L12
NO3-00'00"W
115.40'
L13
S03'00'00"E
115.40:
L14
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1 107.43
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1411 6111
CARRIETTA A BROWN
DB 31455 Pg 779
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150.35'
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14116104
MARGARET WOODARD
DB 1604 Pg 593
Notes:
1. Tax Parcel ID - 14116120
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 1 xxx-xx-xxx
Job No. File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
I
VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
BERNIE WALLACE GRIER
CHARLOTTE, MECKLENBURG CO. INC
BPP I JBE I SFM 01/29/20 jSh(
Drawn By Checked By Survey Supervisor 9 Date 1
Of
2

"INSET A"
"INSETB"
NGS MON SADLER
NO GRID CAD 83 (2011)
NO GRID COORDINATES
o
N:529152,90
NGO MON. SADLER
E:1405854.49
NO GRID CAD 83 (2011
O o
CGF: 0.99984563
NO GRID COORDINATES
N:529152,90
� 0
15
4NF E: 1405854,49
N�
N F
j
/ 14116129 o CGF: 0,99984563
CARRIET6A A� BROWN
ANDREA z
E6
DB 31455 Pg 779
GILLIAM Q
Ln
DB 29492_
23
Pg 977 �el&
�,2
w
0 �
6
3
CALCULATED POINT
w 6
NC GRID CAD 83 (2011)
�6
0
6 6
NC GRID COORDINATES
Q
CALCULATED POINT
6 a- `i
6
N:525879.42
N w o
+,
NO GRID CAR 83 (2011)
1n 3
Q CL
E: 1405154,61
C)
Oo
NO GRID COORDINATES
N: 525175.21
w o
N
p
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9
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El E: 1405024.60
N
6 3
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14116120
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MARY P. FRAZIER &
z
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ERNESTINE G. FRYE
Q
U
1411�6120
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J�
3w
CO -TRUSTEES OF
Q
W
MARY P. FRAZIER &
w Q
ROBBIE LEE GRIER
� 6
ERNESTINE G. FRYE
6
o
REVOCABLE LIVING
Q
3 3
W
a_ W
W
TRUST AGREEMENT
ry 0
CO -TRUSTEES OF
�_
Q o J
J
3 DATED
MARCH 10, 2005
ROBBIE LEE CRIER
z ��
W
3
o
DB 18770 Pg 700
W UW W- REVOCABLE LIVING
6820
DIXIE RIVER RD
X
3 3W TRUST AGREEMENT
W
I DATED MARCH 10, 2005
X
3
6
I DB 18770 Pg 700
L
6820 DIXIE RIVER RD
0
3
�
Lj
m
3
3
a
z
E3 N F
E5
A
14116130
YADIRA FERNANDEZ
z
DB 32682 Pg 798 -
LINE
BEARING DISTANCE
14116112
E1
E2
E3
E4
E5
JE6
S84`15'46"E
S15`1O'39"W
S83`11'19"W
N15`1O'39"E
S87`03'00"W
N88`35'56"E
30.41'
25.77'
30.72'
20.79'
30.74'
30.22'
KERMIT POTTS
DB 8405 Pg 625
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
585.00'
94.47'
94.37'
S10'33'04"W
EC2
615.00'
106.09'
105.96'
N1014'08"E
EC3
714.99'
219.40'
218.54'
S00`32'55"W
EC4
684.99'
220.34'
219.39'
NOO`40'18"E
AREA TABLE
Notes:
1. Tax Parcel ID - 14116120
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
AREAS
SgFt
ACRES
WATER LINE EASEMENT INSET "A"
3,707
0.085
WATER LINE EASEMENT INSET "B"
6,595
0.151
TOTAL AREA
536,668
12.320
AREA REMAINING
536,668
12.320
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
30 15 0 30 60 90 120
HORIZONTAL SCALE:1"=60'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```�OGO
under my supervision and that the plat was
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
INC Professional Land Surveyor L-5159
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
a..
r
15
14 _
1 B
11
B �
s ICINITY MAP
CHARLOTTE CHARLOTTE WATER
WJ)TE R CHARLOTTE, NORTH CAROLINA
7031440005 1 xx-xx-xxx
Job No. File No. DIXIE RIVER ROAD
Scales WATER MAIN
PLAN 1"=60'
PROFILE
Hor. N/A PROPERTY OF
Vert. N/A MARY P. FRAZIER & ERNESTINE G. FRYE
CHARLOTTE, MECKLENBURG CO. INC
BPP I JBE SFM 01/31/20 sheet Of
Drawn By Checked By Survey Supervisor 9 Date z 2

LINE
ARING
DISTANCE
E1
2`05'40"E
14-15'46"W
30.03'
E2
1 30.41'
NGS MON, SADLER — —
NO GRID HAD 83 (2011)
NC GRID COORDINATES
N: 5291 52, 90
E: 1 405854, 49
GOT: 0,99984563
1N
N
N /F
o
14116133
N
JETONKA C. LEACH
DB 11260 Pg 619
/ CALCULATED POINT
MB 19 Pg 235
NO GRID LAID 83 (2011)
NO GRID COORDINATES
E: 1405024.75
j
s2.0,5,4
of
A
1 41161 29
ANDREA GILLIAM N
DB 29492 Pg 977
MB 19 Pg 235
6834 DIXIE RIVER RD
E2 N8415'46"W
152 85'
9
14116120
MARY P. FRAZIER & ERNESTINE G. FRYE
CO —TRUSTEES OF ROBBIE LEE GRIER
REVOCABLE LIVING TRUST AGREEMENT
DATED MARCH 10, 2005
DB 18770 Pg 700
6820 DIXIE RIVER RD
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
3,387
0.078
TOTAL AREA
15,329
0.352
AREA REMAINING
15,329
0.352
N /F
14116126
MARY JANE COSBY
DB 16446 Pg 931
Notes:
1. Tax Parcel ID - 14116129
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
--
14 -
13
12 9 I
25 12.5 0 25 50 75
100 11
10
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition 8 7
only and is not intended to be a boundary survey of the property shown.
O�
6
��11111111/ � O
I, J. Brian Elliott, certify that this plat was prepared
under my supervision and that the was
plat
prepared for the purpose of acquisition and
easements only, and is not intended to be a
����L: •.•��1!�� —
5 VICINI
boundary survey of property shown.
�•. /`!G G��; v
NC Professional Land Surveyor L-5159
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map
is a copy that may be presumed to contain unauthorized O(
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=50'
PROFILE N/A
Hor.
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
ANDREA GILLIAM
CHARLOTTE, MECKLENBURG CO. NC
BP P I J BE I SF M 01/31/20 jSh(
Drawn By Checked By Survey Supervisor L10 Date 1
Of
1

40
40
co
A a��
z O a
Q
z
C)� �l3
0 2�
X
O E2
/
/
11-1 IS11`51'44"W 1 20.45'1
LINE
BEARING
I DISTANCE
E1
S80`50'00"E
30.17'
E2
N72'05'40"W
30.03'
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
3,080
0.071
TOTAL AREA
17,225
0.395
AREA REMAINING
17,225
0.395
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
E1
3 �
NGS MON. SADLER
NC GRID PAD 83 (2011)
NC GRID COORDINATES
N: 5291 52,90
E: 1 405854, 49
CGF: 0,99984563
CALCULATED POINT
NC GRID PAR 83 (2011)
NC GRID COORDINATES
N:525387,16
E:1405051,02
S80`50'00-
64.42'
X20540
10
N F
14116129
ANDREA GILLIAM
DB 29492 Pg 977
MB 19 Pg 235
6834 DIXIE RIVER RD
12
N /F
14116117
WELDON POTTS, JR,
14116133
JETONKA C. LEACH
DB 11260 Pg 619
MB 19 Pg 235
6850 DIXIE RIVER RD
S84°59 � 5 W
43,48'
WILLENE POTTS
DB 2283-341
i
i
i
N /F
14116119
CD
MIGUEL NUNEZ &
MILAGROS URENA
C
DB 311117 Pg 781/
�
1
0
O
---
N /F
14116126
MARY JANE COSBY
DB 16446 Pg 931
Notes:
1. Tax Parcel ID - 14116133
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
25 12.5 0 25 50 75 100
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown. .\
I, J. Brian Elliott, certify that this plat was prepared ���OG
under my supervision and that the plat was
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
NC Professional Land Surveyor L-5159
'•!,9 W
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O(/// 11 11111\\
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=50'
PROFILE N/A
Hor.
14 -
13
12 9
10
8 7
5
~ VICINITY K
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
JETONKA C. LEACH
CHARLOTTE, MECKLENBURG CO. NC
BPP I JIBE I SFM Q 01/31/20 jSh(
Drawn By Checked By Survey Supervisor 11 Date 1
Of
1

NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N: 529152, 90
E: 1405854, 49
COE: 0,99984563
O Q
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14 I N /F
141 161 12
KERMIT POTTS
DB 8405 Pg 625
N87'03'00"E-114,29'
O
N
N /F
14116116
WILLIE T. CHRISTIAN
CALCULATED POINT
NELLY BELL CHRISTIAN
o
w
DB 2203 Pg 559
NC GRID PAR 83 (2011)
L
NC GRID COORDINATES
N
N: 525481,81
a
o
E: 1405076, 70
Ln
N87°03'00"E
-185.54'
A
14116117
WELDON POTTS, JR.
WILLENE POTTS 5 N
DB 2283 Pg 341 S87°N2 0
6908 DIXIE RIVER RD - -
N80°50'V0w „
i 764.42,
11
N /F
14116133
JETONKA C. LEACH
DB 11250 Pg 619
MR 19 Pg 235
LINE
IBEARING
I DISTANCE
E1
N87`03'00"E
1 31.57'
E2
N80`50'00"W
1 30.17'
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
3,042
0.070
TOTAL AREA
34,249
0.786
AREA REMAINING
34,249
0.786
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
10
Q
� 1
i
N /F
4116119
MIGUEL NUNEZ &
MILAGROS URENA
DB 311117 Pg 781/
Notes:
1. Tax Parcel ID - 14116117
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
25 12.5 0 25 50 75 100
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown. °/
\\\I111111/ � O
I, J. Brian Elliott, certify that this plat was prepared �\0 OG
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
INC Professional Land Surveyor L-5159
'•!,9
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( ��// 11 11111\\
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 1 xxx-xx-xxx
Job No. File No.
Scales
PLAN 1"=50'
PROFILE N/A
Hor.
14 ------
13
12 9
11
la
2
6
VICINITY
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
WELDON POTTS, JR. & WILLENE POTTS
CHARLOTTE, MECKLENBURG CO. INC
BPP I JBE I SFM 02/01/20 jSheE
Drawn By Checked By Survey Supervisor L12 Date 1
Of
1

LINE
BEARING
I DISTANCE
E1
N87`03'00"E
31.57'
E2
S87`03'00"W
31.57'
NGS MON. SADLER
NOGRID LAD 83 (2011)
NC GRID COORDINATES — — —
N. 529152,90
E: 1405854, 49
CGF: 0,99984563
Y)�0
N /F
14116112
1
PERM T POTTS
o
00
DB 8405 Pg 625
co
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1-0
CALCULATED POINT
NO GRID LAD 83 (2011)
a
40
NO GRID COORDINATES
z
N: 525557, 97
E: 1405097, 35
ca
O
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N87°0300"E—159.45'
z
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14116116
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WILLIE T. CHRISTIAN
cj-
Lj
NELLY BELL CHRISTIAN
CO z
3�//
DB 2203 Pg 559
z
6914 DIXIE RIVER RD
U C)
3{j
Q �O
O
S87'03'00"W�-185.54'
E2
Q
i
i 12
N /F
141
WELDON POTTS, JR,
WILLENE POTTS
DB 2283 Pg 341
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,368
0.054
TOTAL AREA
12,937
0.297
AREA REMAINING
12,937
0.297
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
20 10 0 20 40 B0 80
HORIZONTAL SCALE:1"=40'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
�%1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```%
�.AGO
under my supervision and that the plat was ��` `` „�... ��,
prepared for the purpose of acquisition and•.,�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • C��'. v
NC Professional Land Surveyor L-5159 9
, ::
The surveyor's signature and seal must by in green ttee
original. If the signature and seal are not in green this map �� ! N E \;
is a copy that may be presumed to contain unauthorized O(
alterations. 0
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
Notes:
1. Tax Parcel ID - 14116116
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
15
14
13
12 9 z
11
10
8 7
�II
— VICI
CHARLOTTE
CHARLOTTE WATER
WJ)TE R
CHARLOTTE, NORTH CAROLINA
7031440005
xxx-xx-xxx
Job No.
File No.
DIXIE RIVER ROAD
Scales
WATER MAIN
PLAN 1"=40'
PROFILE
Hor. NSA PROPERTY OF
Vert. NSA WILLIE T. CHRISTIAN & IN BELL CHRISTIAN
CHARLOTTE, MECKLENBURG CO. NC
BPP JIBE SFM Q 02/03/20 Sheet Of
Drawn By Checked By Survey Supervisor 13 Date 1 1

N87'03'00"E
S15`10'39"W
S87`03'00"W
i
I
I
I
I
I
I
I
i
4/3
NGS MON, SADLER
NO GRID HAD 83 (2011)
NO GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
W �
Z
09
O
O CALCULATED POINT
NO GRID HAD 83 (2011)
NO GRID COORDINATES
N:525659,34
E: 1405 12 1,83
N /F
14116120
BERNIE WALLACE GRIER
DB 18770 Pg 700
F
I
I
N /F
141 161 14
LEE HALL
MARY S.
HALL
DB 1632
Pg 469
I
I
PIPE END
N87°03'00"E—274,09'
E1
0
W
O
3
00
N /F
14116112
4
KERMIT
WV
14116112
POTTS
3iu
KERMIT POTTS
i
DB 8405
DB 8405 Pg 625
Pg 625
6924 DIXIE RIVER RD
o
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0
3
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P
Lj
3�
E3
i
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I
13
/
N /F
TANCE
141 161 16
30.74'
WILLIE T. CHRISTIAN
31.28'
NELLY BELL CHRISTIAN
31.57'
DB 2203 Pg 559
41 .10'
II EC1 714.99" 72.85" 1 72.82" 1 S12`15'30""W
EC2 684.99' 63.26' 63.23' N12'31'55"E
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
3,127
0.072
TOTAL AREA
29,164
0.670
AREA REMAINING
29,164
0.670
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
25 12.5 0 25 50 75 100
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```�OGO
under my supervision and that the plat was
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • A�'. v
NC Professional Land Surveyor L-51590
vIfX 9
�� ,-Cy"
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
12
N /F
141 161 17
WELDON POTTS, JR
WILLENE POTTS
DB 2283 Pg 341
I
I
I
I
I
I
I
I
Notes:
1. Tax Parcel ID - 14116112
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
�Y
0
CHARLOTTE
WJ)TE R
7031440005 1 xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=50'
PROFILE
15
14
12 9
7
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NSA PROPERTY OF
Vert. NSA KERMIT POTTS
CHARLOTTE, MECKLENBURG CO. NC
BPP I JIBE SFM Q 02/03/20 Sheet Of
Drawn By Checked By Survey Supervisor 14 Date 1 1

N /F
14128101
CRESCENT COMMUNITIES II, LLC
DB 32809-788 N/F
MB 50-374 14116104
c
m
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16
ca
N /F
14116110
z
WILMORE BROWN �
O
a
CARRIETTA BROWN
DB 3997 Pg 783
—
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0
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N86'50'56_ "E
--A z CAD (r1
252, 29'
HENRIETTA WOODARD
DB 1604 Pg 593
I
I �
N89`05'56 "E
F
1
609
I80.00' S�2`7
X04
LEWIS
00
o
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490
00BROOK
'
3086
LAB
5
14116111
Ln O
CARRIETTA A. BROWN
DB 31455 Pg 779
`05'56"E
7006 DIXIE ID
RVERR
-n o
Ln
180.00'
CD
0
zo�7p7p �m
O p
9
O N F
'n Q 14116120
UI BERNIE W GRIER
Z DB 18770 Pg 700
a
O
12`21'47"W 1 96.16
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,907
0.067
TOTAL AREA
218,303
5.012
AREA REMAINING
218,303
5.012
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
O
16210 �
S84°18'56"IN
S88°35'56"W� 853,40'
Notes:
1. Tax Parcel ID - 14116111
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown. O
O
I, J. Brian Elliott, certify that this plat was prepared , `OG
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a
boundary survey of property shown. �•. /`!G GOB; v
INC Professional Land Surveyor L-5159
VIf
�� ,��yy
The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
17
I
15
14
S
I
VIQINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
CARRIETTA A. BROWN
CHARLOTTE, MECKLENBURG CO. INC
BPP I JBE I SFM 02/04/20 jSh(
Drawn By Checked By Survey Supervisor L15
Date 1
Of
2

NGS MON. SADLER
NOGRID LAD 83 (2011)
NO GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
Z
ti O�
0 O
O �-
Go
E1
PIP
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N
O
CDO
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0,0
O
I
�-n
O �-n�
0
a
I
I
EARING DISTANCE
86`50'56"E 30.67'
15`06'38"E
11.77
CUR
88'35'56"W
30.22'
115`06'38"W
18.12'
E3
CALCULATED POINT
NO GRID LAD 83 (2011)
NO GRID COORDINATES
N:525972,82
E: 1405103, 63
N86'50'56"E — 252,29
A N /F
141
WILMORE BROWN
CARRIETTA BROWN
DB 3997 Pg 783
15
14116111
CARRIETTA A. BROWN
DB 31455 Pg 779
7006 DIXIE RIVER RD
S88°35'56"W -853.40'
EC1 714.99" 85.57
EC 684.99' 78.38
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,907
0.067
TOTAL AREA
218,303
5.012
AREA REMAINING
218,303
5.012
LEGEND
POINT
O
CALCULATED POINT
•
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
N /F
14116120
BERNIE WALLACE GRIER
DB 18770 Pg 700
85.52' 1 S11 `40'14"E
78.33' 1 N 11 `49'16"W
50 25 0 25 50 75 100
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```% 1 OGO
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • A�'. v
z �G
9
NC Professional Land Surveyor L-5159 0�
�� ,-�Cy"
The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
N /F
14116109
LEWIS ALSBROOK
DB 33086 Pg 152
#4 RBF
Notes:
1. Tax Parcel ID - 14116111
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
O'O
17
f
15
9
14
-
12 4
11 VI INITY MAP
CHARLOTTE
WJ)TE R
7031440005 1 xxx....xxx
Job No. I File No.
Scales
PLAN 1"=50'
PROFILE
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NSA PROPERTY OF
Vert. NSA CARRIETTA A. BROWN
CHARLOTTE, MECKLENBURG CO. NC
BPP I JIBE SFM 02/04/20 Sheet Of
Drawn By Checked By Survey Supervisor 15 Date 2 2

NGS MON, SADLER
NC GRID LAD 83 (2011)
NC GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
� O
O a
<V CkD
mO rn
a CALCULATED POINT
z
ca
a
c5
U
2
PIPE
FND
� 0 PIPE
D � FND
� ? (D
O
z��p-
p �
o
O O G
O �
O ��
O �
O
LINE
BEARING
DISTANCE
L1
N30`42'00"W
34.15'
L2
S06`59'13"E
30.37'
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
929
0.021
TOTAL AREA
7,851
0.180
AREA REMAINING
7,851
0.180
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
15
N /F
14116111
CARRIETTA A. BROWN
DB 31455 Pg 779
50 25 0 25 50 75 100
HORIZONTAL SCALE:1"=50'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this plat was prepared ```%��1111 1111 / 1 OGO
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • C��'. v
NC Professional Land Surveyor L-5159 9
R� ,-�Cy"
The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� ! N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
17
N /F
14128101
CRESCENT COMMUNITIES II, LLC
DB 32809 Pg 788
MB 50 Pg 374
NC GRID LAD 83 (2011)
NC GRID COORDINATES
N: 526002.71
E: 1405095.57
N86°50'38"E — 266.05'
E1 14116110
WILMORE BROWN & CARRIETTA BROWN
N DB 3997 Pg 783
0 DIXIE RIVER RD
S86`50'56"W�-252.29'
E3
I
I
I
I
I
I
I
N /F
14116109
LEWIS ALSBROOK
DB 33086 Pg 152
PIPE
FND
N
L#4 RBF
LINE
BEARING
DISTANCE
E1
N86'50'38"E
30.67'
E2
S15'06'38"E
30.96'
E3
S86`50'56"W
30.67'
E4
N15`06'38"W
30.96'
Notes:
1. Tax Parcel ID - 14116110
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=50'
PROFILE
17
15
14
\,�ICINITY �Il.
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NSA PROPERTY OF
Vert. NSA WILMORE BROWN & CARRIETTA BROWN
CHARLOTTE, MECKLENBURG CO. NC
BPP JIBE SFM Q 02/04/20 Sheet Of
Drawn By Checked By Survey Supervisor 16 Date 1 1

a •.L
v e
3
As
A)
W
v
8
N/F
v
3
4128103
CRESCENT COMMUNITIES II, LLC
DB 32809-788
MR 50-376
r�
3�
v 50' FROM C/L r
0) DIXIE RIVER ROAD W
RESERVED FOR
L � FUTURE R/W N
co LO 3 MR 50 Pg 374 �p
a `- N O
I� .P
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LIT a z
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Q CRESCENT COMMUNITIES II, LLC �37
O I DB 32809 Pg 788
g7 0 DIXIE RIVERRD
�o N�
CO z 00 30' ACCESS RAW
o DB 31692 Pg 83
W RIB 50 Pg 374
Q w 3
jaw M d to N83 23'15"W
00 �-1036.07'
z orn - CIO - - -
Z 3
x O ,.
3
Q J
3 10 TCE
� IiM
50' FROM C/L
DIXIE RIVER ROAD
RESERVED FOR
FUTURE
ALO
L41
374
MB 50 Pg 374V
J
L26
=N
s
14129105
BURRIS HOLDINGS LLC
DB 12002 Pg 826
�J N/F
14116103
KYLE SHORT
6 DB 31692 Pg 083
N /F
W14116110
ILMORE BROWN
CARRIETTA BROWN
DB 3997 Pg 783 ICURVEI RADIUS IARC LENGTH CHORD LENGTH CHORD BEARING
- - C1 703.07' 208.42' 207.66' N04-56'33W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
96,410
2.213
TEMPORARY CONSTRUCTION EASEMENT
31,999
0.735
TOTAL AREA
2,062,663
47.352
AREA REMAINING
2,062,663
47.352
LEGEND
POINT
I LINE
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
- EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
e TEMPORARY CONSTRUCTION EASEMENT (TCE)
AREA
0
WATER LINE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
250 125 0 250 500 750 1000
HORIZONTAL SCALE:1"=500'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```% 1 OGO
under my supervision and that the plat was . .``
........... ��,
prepared for the purpose of acquisition and ��`�CL: •.,�����
easements only, and is not intended to be a Q A
boundary survey of property shown. O • • Cam'. v
z �G
9
INC Professional Land Surveyor L-5159 0�
�� ,-�Cy"
The surveyor's signature and seal must by in green t�e
original. If the signature and seal are not in green this map �� N E \;
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
LINE
BEARING
DISTANCE
L1
S86'50'38"W
266.05'
L2
N31`06'22"W
52.53'
L3
N16'25'30"W
96.44'
L4
N13`26'06"W
183.04'
L5
NO3'32'59"E
79.87'
L6
N09`38'29"E
429.65'
L7
N10'40'50"E
104.13'
L8
N13'26'30"E
100.88'
L9
N18`49'39"E
105.19'
L10
N24'34'10"E
100.56'
L11
N29`02'24"E
101.23'
L12
N3012'21 "E
298.61'
L13
N30`32'53"E
239.83'
L14
N32'25'49"E
148.23'
L15
N35'51'29"E
102.49'
L16
N39`58'33"E
69.91'
L17
S24'35'40"E
313.07'
L18
S22`42'06"W
230.61'
L19
S17'01'49"E
133.78'
L20
S14`05'11 "E
54.13'
L21
S09'26'12"E
60.59'
L22
S14'11'29"E
142.47'
L23
SOO'07'47"E
111.12'
L24
S32'40'44"E
342.97'
L25
S43`46'34"E
247.83'
L26
N82'54'33"E
256.60'
L27
S45`36'14"W
43.69'
L28
S07'27'40"W
26.96'
L29
S56`06'31 "W
15.68'
L30
S01 `52'37"W
45.43'
L31
S20'07'30"W
52.56'
L32
S03`22'58"W
36.59'
L33
S49'30'21 "W
27.22'
L34
N62`46'33"W
18.03'
L35
S13'41'20"W
120.81'
L36
S03`14'09"W
46.74'
L37
N83`12'51 "W
83.28'
L38
N89'36'24"E
118.52'
L39
S06`40'32"W
366.51'
1-40
S89'13'12"W
118.44'
L41
S05`36'23"E
1 214.54'
Notes:
1. Tax Parcel ID - 14128101
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 1 xxx....xxx
Job No. I File No.
Scales
PLAN 1"=500'
PROFILE
J I VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
Hor. NSA PROPERTY OF
Vert. NSA CRESCENT COMMUNITIES II, LLC
CHARLOTTE, MECKLENBURG CO. INC
BPP I JIBE SFM 02/04/20 Sheet Of
Drawn By Checked By Survey Supervisor 17 Date 1 3

3
I IW�
3 — � 50' FROM C/L
3" DIXIE RIVER ROAD
RESERVED FOR
FUTURE R/W
3 o MB 50 Pg 374
Li
3 �I�
30' ACCESS R/W
DB 31692 Pg 83
MB 50 Pg 374
3 � -
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MATCH LINE B
MATCH LINE A
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I CRESCENT COMMUNITIES II,
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LLC
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3 MB 50 Pg 374
N w o
0 DIXIE Rl VER RD
wz
50' FROM C/L
V w 00
3 DIXIE RIVER ROAD
o w
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RESERVED FOR
FUTURE R/W
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CARRIETTA
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DB 3997
W
PIPE E4 266.05'
Pg 783
X_
_ _
FND 10.2T
#4 REBAR
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
96,410
2.213
TEMPORARY CONSTRUCTION EASEMENT
31,999
0.735
TOTAL AREA
2,062,663
47.352
AREA REMAINING
2,062,663
47.352
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
e TEMPORARY CONSTRUCTION EASEMENT (TCE)
AREA
WATER LINE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
��1111 1111 /
I, J. Brian Elliott, certify that this plat was prepared ```�OGO
under my supervision and that the plat was ���.` `` „C...
prepared for the purpose of acquisition and ��`�CL: •.•�����
easements only, and is not intended to be a Q
boundary survey of property shown. �•. /`!G GOB; v
INC Professional Land Surveyor L-5159
vIf
�� ,��yy
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( ��// 11 111111�
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
MATCH LINE C
10 TCE 1
14128101
CRESCENT COMMUNITIES II, LLC
DB 32809 Pg 788
MB 50 Pg 374
0 DIXIE RI VER RD
-----50' FROM C/L DIXIE RIVER ROAD
RESERVED FOR FUTURE R/W
MB 50 Pg 374
ccLu ^I
- _
N W o N N N
-�-+
0 u 3
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Z _O ;n 0
Q:_- ULU
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Q _ C) 60 60 J
Q j O
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W
3 N (0N
NGS MON, SADDER
NO GRID LAD 83 (2011)
NO GRID COORDINATES
N: 529152,90
E: 1405854, 49
CGF: 0,99984563
Lj
3 �
CALCULATED POINT
NO GRID LAD 83 (2011)
3 NO GRID COORDINATES
3 N:526632,35
E: 1405022, 83
w
MATCH LINE C
Notes:
1. Tax Parcel ID - 14128101
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
WJ)TE R
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
I
it
i
I•
12
f
z
VICINITY MAP
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
CRESCENT COMMUNITIES II, LLC
CHARLOTTE, MECKLENBURG CO. INC
BPP I IBEL17
SFM 02/04/20 she02/04/2o SheDrawn By Checked By Survey Supervisor Date z
Of
3

h
a-
10' TCE
�\ z0
50' FROM CAL
DIXIE RIVER ROAD
RESERVED FOR
Q � FUTURE RAW
MB 50 Pg 374
h
O 3
� QZ
C�j
14128101
CRESCENT COMMUNITIES II, LLC
DB 32809 Pg 788
MB 50 Pg 374
0 DIXIE Rl VER RD
3
E,
18
N /F
14128103
CRESCENT COMMUNITIES II, LLC
DB 32809 Pg 788
MB 50 Pg 376
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
TCE1
1929.00'
299.27'
298.97'
S34`31'33"W
TCE2
1229.00'
452.40'
449.85'
S19`32'09"W
TCE3
729.00'
307.97'
305.69'
S03`06'43"E
LINE
IBEARING
I DISTANCE
TCE4
S15`12'53"E
283.03'
TCE5
S15`05'57"E
49.2-7
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
769.00'
324.87'
322.46'
NO3`06'43"W
EC2
1269.00'
467.12'
464.49'
N19`32'09"E
EC3
1969.00'
325.32'
324.95'
N34`48'52"E
EC4
1843.79'
305.80'
305.45'
S34`36'24"W
EC5
1238.53'
456.08'
1 453.51'
1 S19`32'09"W
EC6
1 739.00'
1 312.20'
1 309.88'
1 S03`06'43"E
LINE
BEARING
DISTANCE
E1
S24`35'40"E
33.45'
E2
S15`12'53"E
283.02'
E3
S15`05'19"E
47.14'
E4
S86`50'38"W
30.66'
E5
N15`05'08"W
40.77'
E6
N15`12'53"W
282.99'
AREA TABLE
Notes:
1. Tax Parcel ID - 14128101
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
AREAS
SgFt
ACRES
96,410
WATER LINE EASEMENT
2.213
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
TEMPORARY CONSTRUCTION EASEMENT
31,999
0.735
TOTAL AREA
2,062,663
47.352
AREA REMAINING
2,062,663
47.352
LEGEND
POINT
O CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT
e TEMPORARY CONSTRUCTION EASEMENT (TCE)
AREA
WATER LINE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
---
'a
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
z
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
.0
O
I, J. Brian Elliott,
certify that this plat was prepared :�`` O0
under my supervision and that the plat was
••......
1!�,
prepared for the purpose of acquisition and ��� •.
"
easements only, and is not intended to be a ���•.
_� J VICINITY MAP
boundary survey of property shown.
= •� ` 9
INC Professional Land Surveyor L-5159 GO �
CHARLOTTE
W TE R
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
The surveyor's signature and seal must by in green tt
original. If the signature and seal are not in green this map ! \; N F
is a copy that may be presumed to contain unauthorized O( //// 11 11111\\
alterations.
Prepared by: \O
LDSI, Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
7031440005 I xxx-xx-xxx
Job No. I File No.
Scales
PLAN 1"=200'
PROFILE N/A
Hor.
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
CRESCENT COMMUNITIES II, LLC
CHARLOTTE, MECKLENBURG CO. INC
BPP I JBE I SFM 02/04/20 she
Drawn By Checked By Survey Supervisor L17 Date 3
Of
3

191 L9
A
N/F
°0 �1 14114209
Q- t AUBREY J. ELAM JR. &
�0C ap�1 6 RODNEY J. ELAM &
W- mctD
e 'v N TAMARA E. MAZZUCCO
lGJ (�, Q / O DB 12545 Pg 548
��` CaOt / 8300 DIXIE RIVER RD
00
Q-° �6° "<0 h e J
`oo �. On
� 10' TCE f*1
#4 REBAR Wt
50' FROM C/L -t
DIXIE RIVER ROAD iD
RESERVED FOR
FUTURE R/W
MB 50 Pg 374
N/F
141128101
CRESCENT COMMUNITIES II LLC
DB 32809 Pg 788
MB 50 Pg 374
A
14128103
CRESCENT
COMMUNITIES II LLC
DB 32809 Pg 788
MB 50 Pg 376
D DIXIE RI VER RD
L32
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
48,254
1.108
1 TEMPORARY CONSTRUCTION EASEMENT
15,996
0.367
TOTALAREA
2,680,743
61.541
AREA REMAINING
2,680,743
61.541
LEGEND
POINI
CALCULATED POINT
M #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WATER LINE EASEMENT
e
TEMPORARY CONSTRUCTION EASEMENT (TCE)
AREA
WATER LINE EASEMENT
Ce
TEMPORARY CONSTRUCTION EASEMENT
50 125 0 250 500 750 1000
HORIZONTAL SCALE: 1 "=500'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
N/F
14114201
CRESCENT RIVER DISTRICT LLC
DB 32256 Pg 111
N/F
1412BI02
CRESCENT COMMUNITIES II LLC
DB 32809 Pg 788
MB 37 Pg 511
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDS I, Inc. N C
.�.... R o
o�Io �.��ti
NC Pr ssio nd Surveyor L-5159�ISE74L ••�
L- 5159
The surveyor's signature and seal must by in green to be
original. If the signature end seal are not in green this mep ��!••�. �Q- •A\
is a copy that may be presumed to contain unauthorized '
alterations. Div ••' •,•1.,A$�'' Q ��
LDSIa by Inc.
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925
Phone: [phone]
No. Date Revision
LINE
BEARING
DISTANCE
L1
N39'58 28 E
33.59
L2
N43'09 55 E
98.64
L3
N45'21 31 E
155.07
L4
N46'04'10 E
246.60'
L5
N 46'05 26 'E
471.73
L6
N47'01 02' E
257.09
L7
N46'02 39 E
203.67
L8
N 42'23 18 E
100.80
19
N81'19 21 E
45.24
L10
S12'52 50 W
291.46
L11
S84'49 46 E
169.73
L12
S02'33 57 E
143.03
L13
S26'14 27"W
97.19
L14
S60'59 00 W
118.62
Q-T
S02.16 30 W
78.44
L16
S30'07 08 W
99.27
L17
S20'5412 W
131.80'
L18
S6131 37 W
50.64
L19
S29'43 38 W
48.36'
L20
S51'59 52 W
89.63
L21
S18'35 27'W
52.78
L22
S59'42 30 W
54.78
L23
S2618 26 W
138.21
L24
S10'31 30 W
78.23
L25
S33'49 37 W
61.82
126
S47'06'02 E
25.11
L27
S31'53 46'W
99.91
L28
S06'39 28' W
75.33
L29
S38'12 39 W
13.88
L30
S06'27 06 W
73.14
L31
S46'05 51 W
10.25
L32
S82'55 18 W
256.60'
L33
N43'45 49 W
247.83
L34
N32'39 59 W
342.97
L35
N14'09 51 W
442.41
L36
N00'07 02 W
111.12
L37
N14'10 44 W
142.47
L38
N09'25 27 W
60.59
139
N14'04 26 W
54.13
L40
N17'01'04 W
133.78
L41
N 22'42 51 E
230.61
L42
N 2434 55 W
313.07
Notes:
1. Tax Parcel ID - 14128103
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
41
VICINITY MAP,'
CHARLOTTE CHARLOTTE WATER
W6TE R CHARLOTTE, NORTH CAROLINA
7031440005 1 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Jab No. File No.
Scales
PLAN 1"=500'
PROFILE NIA
Hor.
PROPERTY OF
Vert. NIA
I CRESCENT COMMUNITIES II LLC
14128103
JIBE
JIBE
SFM
01/24/20 Sheet
Of
I
Survey Supervisor
$
Q
Date 1
2
Drawn By
Checked By

ICURVEI
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
TCE1
1071.00
130.96
130.88
S42'56 42 W
TCE2
11939.751
251.33
251.15
S42'43 34 W
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
EC1
1969.00
236.72'
236.58
N43'0014"E
EC2
936.34
163.08
162.87
N41'39'13"E
EC3
848.74
139.69
139.53
S42'12'55 W
EC4
1939.00
247.68
247.52
S42'4719 W
LINE BEARING DISTANCE
E1 S08'45 26 E 40.57
E2 N24-34 55 W 33.40'
<11
N
tea.
Q'0
ro
FGti A'
Cj
i,
50' FROM C/L
je DIXIE RIVER ROAD
RESERVED FOR
FUTURE R/W
MB 50 Pg 376
lG>^ a �'
/e bp
14 03
CRESCENT
e 10' TCE
e
/ !f NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N:529152.90
/ E:1405854.49
CGF: 0.99984563
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
48,254
1.108
TEMPORARY CONSTRUCTION EASEMENT
15,996
0.367
TOTAL AREA
2,680,743
61.541
AREA REMAINING
2.680,743
61.541
LEGEND
POINT
0 CALCULATED POINT
* #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
WATER LINE EASEMENT
e
TEMPORARY CONSTRUCTION EASEMENT (TCE)
AREA
WATER LINE EASEMENT
C e TEMPORARY CONSTRUCTION EASEMENT
100 0 100 200 300 400
i
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
COMMUNITIES II LLC
DB 32809 Pg 788
MB 50 Pg 376
0 DIXIE RI DER RD
N84-09'01"E(TIE)
1256'(GROUND)
.24
1256.05'(GRID)
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey 11I 11111/�
made by LDSI, Inc. ``C A
N�..!Lnd orL-5159 Z;� • ���%i Zo
E L
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map �! • •�
is a copy that may be presumed to contain unauthorized i ''•.9� Sr,Jrc� ,R11001 •�
alterations. ��� •.••�,: •' • O ��
Prepared by:
LDSI, Inc. ��1�/111111111�
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
Revision
rn
:�,-14.96'
19
N F
14114209
AUBREY J. ELAM JR. &
RODNEY J. ELAM &
TAMARA E. MAZZUCCO
DB 12545 Pg 548
8300 DIXIE RIVER RD
m
CALCULATED POINT
NC GRID NAD 83 (2011)�� z
INC GRID COORDINATES
N: 524423.66 q
E:1406489.26
cti
#4 REBAR� I z
Notes:
1. Tax Parcel ID - 14128103
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
ZX
CHARLOTTE
WJ)TE R
VICINITY MAP,/
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
7031440005
1 xxx-xx-xxx
File No.
DIXIE RIVER ROAD
WATER MAIN
Job No.
Scales
PLAN 1 "=200'
PROFILE NIA
Hor.
Vert. NlA
PROPERTY OF
CRESCENT COMMUNITIES II LLC
14128103
JIBE
JBE
SFM
Survey Supervisor
18
02105/20
Sheet Of
2 2
Drawn By
Checked By
Dale

0
W
a
U
z
J"IPF
BENT®17.90' S88-09-27"E � 798.07-
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BENT®33.35
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o
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� 10' TCE
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/ 14114209
Q� AUBREY J. ELAM JR. &
v RODNEY J. ELAM & TAMARA E. MAllUCCO
DB 12545 Pg 548
/ 8300 DIXIE RIVER RD
o�
Z
� W
18
N/F % :Z
14128103
CRESCENT
COMMUNITIES II LLC
DB 32809 Pg 788 co
MB 50 Pg 376 1"IPF W/NAIL
l
NGS: SADLER
N:529152.73
f
E:1405853.58
CGF: 0.999846
_— 1257.17'0REBAR
UND GJO01 N/F
6
N84'08'48"E
5 14114201
GRID TIE
N:529280.94 CRESCENT RIVER DISTRICT LLC'
F• 1 Arr71 OA 1 Q DB 32256 Po 111
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
47,745
1.096
TEMPORARY CONSTRUCTION EASEMENT
16,308
0.374
TOTAL AREA
2,577,379
59.169
AREA REMAINING
2,577,379
59.169
LEGEND
POINT
LINE
O CALCULATED POINT
01 #5 REBAR FOUND
T TOTAL
EXISTING PROPERTY LINE
WATER LINE EASEMENT
AREA
I WATER LINE EASEMENT
C e TEMPORARY CONSTRUCTION EASEMENT
00 10o 0 200 400 600 800
HORIZONTAL SCALE:1"=400'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual Feld survey
made by LDSI, Inc. ```111C11 1 AtQ
SS
/doe, -
NC essi al Land SurveyorL-5159 •. �SE ��• %7
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map c!
is a copy that may be presumed to contain unauthorized•'.�b SO�`;
alterations. CvTR '• .....0
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 �62620 Added 10'Temporary Construction Easement
Phone:[phone]No. e Revision
#2 REBAR
RR'
A
14115221
ELAM GROUP LLC
DB 32067 Pg 583
8500 DIXIE RIVER RD
d"IPF r - — — N/F 1411420E
3 VIVIAN LAVERNE WILLIAM
3"IPF — — TDB 6691 Pg 800
N/F
14114207
-11b CHARLES TORRENCE III
DB 4251 Pg 873
" FLAT IRON BAR — —
r N/F
Vt 14114206
#3 REBAR GREGORY & MARJORIE GRIER
DB 6158 Pg 594
f 90262 i
as$ ` I
�1 by N/F
�jrOy 14114202
LEWIS CLARENCE GRIER
C/O LEONARD GRIER
DB 4183 Pg 087
ZVE RADIUS ARC LENGTH CHO
877.20' 186.41' 186.
3000.00 405.15 404.
1909.69 275.92 275.
N26'54'20"E 452.07
N19.10 03 E 261.43
S05.04 34 E 64.15
S02'35 47 E 1320.82
SO4'17 20 E 140.16
Notes:
1. Tax Parcel ID - 14114209
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
VICINITY MAP ,� •
CHARLOTTE CHARLOTTE WATER
WojtE R CHARLOTTE, NORTH CAROLINA
7031440005
1 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No.
File No.
Scales
PLAN 1"=400'
PROFILE Hor. NIA
PROPERTY OF
Vert. NIA
AUBREY J. ELAM JR &
RODNEY J. ELAM & TAMARA MAZZUCO
14114209
JBE
JBE
SFM
01/29/20 Shee
Survey Supervisor
9
Q
Date 1
Drawn By
Checked By
Of
2

CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
TCE1
058.20
i�07100
301.72
301.45
S23'05 57 W
TCE2
484.12
483.94
S23'50 48 W
TCE3
1071.00
240.43'
239.93
S33'00 46 W
LINE
BEARING
I DISTANCE
TCE4
S19'33 37 W
309.08'
TCE5
S26'34 54 W
296.80'
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
47,745
1.096
TEMPORARY CONSTRUCTION EASEMENT
16.308
0.374
TOTALAREA
2,577,379
59.169
AREA REMAINING
2,577,379
59.169
LEGEND
POINT
LINE
0 CALCULATED POINT
• #5 REBAR FOUND
T TOTAL
EXISTING PROPERTY LINE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
e TEMPORARY CONSTRUCTION EASEMENT
100 50 0 100 200 300 4100
LEE -
HORIZONTAL SCALE:1 "=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
BENT@17.90'
e
/ o
/ e 10' TCE
; �°c
IA
e
f`.
3 #2 REBAR
BENT92.20'
11.47'
14114209
AUBREY J. ELAM JR. &
RODNEY J. ELAM & TAMARA E. MAZZUCCO
DB 12545 Pg 548
8300 DIXIE RIVER RD
BEARING
DISTANCE
N26'34 54 E
296.80N19'33
30 E
307.45S88.0927
r
E33.09
S19'33'30"W
308.02'
S26.34'54"W
296.80'
E6
N08'45 26 W
40.57'
IEC1 1942.84' 1194.38' 1194.03' N32'1211 "E _
EC2 5031.00 480.30' 1480.12 N23.50'48"E 1
EC4 2129.52298.53 298.29' 13*01'27
2.57'26
EC5 5061.00 483.57' 483.39 3.50 40
EC6 972.81 228.15 1227.63'
Notes:
1. Tax Parcel ID - 14114209
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDSI, Inc. ,,ttClAr,,,,,,,,
'tN •Ro "
C .71 LSEAL
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map �! •'., ¢
is a copy that may be presumed to contain unauthorized i' S'•0���
alterations. �
Prepared by: ,� A A /V G F—Vc ```��
LDSI, Inc. ^I
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 1 6/26/20 Added 10' Temporary Construction Easement
Phone: [phone]
No. I Date I Revision
r
l0
1
I
I � I
VICINITY MAP
CHARLOTTE CHARLOTTE WATER
WJ)TE R CHARLOTTE, NORTH CAROLINA
7031440005 1 xxx-xx-xxx
Job No. File No. DIXIE RIVER ROAD
Scales WATER MAIN
PLAN 1'=200'
PROFILE N/A PROPERTY OF
Vert. NIA
Hot. AUBREY J. ELAM JR &
RODNEY J. ELAM R TAMARA MAZZUCO
14114209
JIBE JBE SFM Q 01/29/20 Sheet Of
Drawn By Checked By Survey Supervisor 19 Date 2 2

z1 ,
14115219
JJJ GRETCHEN MARSH JOHNSTON &
HUNTER JOHNSTON McLAWHORN,
TRUSTEES OF THE CREDIT SHELTER
TRUST CREATED UNDER ITEM V OF ,
ss. THE JOHN SIKES JOHNSTON i
1• REVOCABLE TRUST AGREEMENT DATED
Sst' JULY 14, 1994
A,9 DB 9939 Pg 086
Co , 0'
�0
A`mc o� alv m
10' TCE
�Q o =ry
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/
/
/ ZA
N/F
14115221
AUBREY J. ELAM JR. &
RODNEY J. ELAM & TAMARA E. MAZZUCCO
DB 12545 Pg 548
N88ro9'23"w 799.20'
#2 REBAR
BENT0764.71'
L 1 /2"IPF
BENT0780.17'
#2 REBAR
N/F
14115228
WAYNE P COOPER
TRUST COOPER �I
CHARITABLE REMAINDER 7 �.
DB 31103 Pg 649
MB 59 Pg 670
i
i
i
N/F
to 14115201
7—
®
WAYNE P COOPER
DS 4190 Pg 683
Im
m
14115221
MB 59 Pg 670
ELAM GROUP LLC
S�
DB 32067 Pg 583
s,
8500 DIXIE RI VER RD
J
J
1 /2"PIPE
3/4"PIPE sm*25'56"W 1562.25' TOP IM P
PIPE
N/F
14114301
1 MOSES MAURICE LEHFED
I N/F ALAIN JEBARA
I 14114208 I DB 32576 Pg 481 VIVIAN LAVERNEAVERNE WILLIAMS
DB 6691 Pg 800
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
26,580
0.610
TEMPORARY CONSTRUCTION EASEMENT
8,728
0.200
TOTAL AREA
2.040.777
46.850
AREA REMAINING
2,040,777
46.850
LEGEND
POINT
LINE
O CALCULATED POINT
0 #5 REBAR FOUND
T TOTAL
EXISTING PROPERTY LINE
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
CLeTEMPORARY CONSTRUCTION EASEMENT
)0 100 0 200 400 600 800
HORIZONTAL SCALE:1"=400'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDS I, Inc. `OPP
`�
,off-• Q�o� "ssi" , iti
145resipopKand Surveyor L-5159 ' �? • E L '•�
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map ��! �9 •�
is a copy that may be presumed to contain unauthorized ����• , SO�``
alterations. '• ,,,,,
Prepared by: ',/;�'I fN l.tE��\
LDSI, Inc. L
201 West 29th St.,
Charlotte, INC 28206
License No. C-1925 1 7 6/26/20 Added 10' Temporary Construction Easement
Phone: [phone]
No. I Date Revision
Notes:
1. Tax Parcel ID - 14115221
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
N
u
LP
19
CHARLOTTE
CHARLOTTE WATER
WJ)TER
CHARLOTTE, NORTH CAROLINA
7031440005
1 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No.
File No.
Scales
PLAN 1"=400'
PROFILE Hor. N/A
PROPERTY OF
Vert. N/A
ELAM GROUP, LLC
CHARLOTTE, MECKLENBURG CO. INC
JBE
JIBE
SFM
02/07/20
sneer
of
Survey Supervisor
2�
1
2
Drawn By
Checked By
Date

10.22'
►A
10' TCE
Y-Z y- Qom° ro •�? �O
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�� �Qv O"�i 14115221
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DB 32067 Pg 583
8500 DIXIE RIVER RD
z S88.41'08"E
13.98'(TIE) /¢
CALCULATED POINT , o
NC GRID NAD 83 (2011) /
NC GRID COORDINATES
N: 531601.66 m
E: 1407597.42
" N88'09'23"W
799.20'
10.96,
t 9
#2 REBAR
N F
BENT®764.71'
14115221
C(O ���
1 /2"IPF
AUBREY J. ELAM JR. &
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�� ^O
BENT@780.17'
TAMARA E. MAZZUCCO
�OOOO�.
DB 12545 Pg 548
NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N: 529152.90
E: 1405854.49
CGF: 0.99984563
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
26,580
0.610
TEMPORARY CONSTRUCTION EASEMENT
8,728
0.200
TOTALAREA
2,040,777
46.850
AREA REMAINING
2,040,777
46.850
LEGEND
POINT
O CALCULATED POINT
0 #5 REBAR FOUND
T TOTAL
21
N/F
14115219
GRETCHEN MARSH JOHNSTON &
HUNTER JOHNSTON McLAWHORN,
TRUSTEES OF THE CREDIT SHELTER
TRUST CREATED UNDER ITEM V OF \
THE JOHN SIKES JOHNSTON
REVOCABLE TRUST AGREEMENT
A9„ DATED JULY 14, 1994
DB 9939 Pg 086
#2 REBAR
LINE
BEARING DISTANCE
Ell
S51'54 49 E 1 30.68
E2
IN88-09-23W 32.88
Notes:
1. Tax Parcel ID-14115221
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
LINE
EXISTING PROPERTY LINE
WLE WATER LINE EASEMENT f V {
AREA
WATER LINE EASEMENT - _ f
I n I ee = TEMPORARY CONSTRUCTION EASEMENT +
00 50 0 100 200 300 400
HORIZONTAL SCALER "=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDSI, Inc.
%r5ioAancl Surveyor L-5159 = Z E
L-5159
The surveyor's signature and seal must by in green to be t
original. If the signature and seal are not in green this map ��! '.•� Al
is a copy that may be presumed to contain unauthorized X.;� •�
alterations.••'•••5L S%•••' • ��`��
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 1 6/26/20Added 1D' Temporary Construction Easement
Phone: [phone]
No. I Date I Revision
ICINITY MAP \r��
CHARLOTTE CHARLOTTE WATER
WJ)TE R CHARLOTTE, NORTH CAROLINA
7031440005 1 xxx-xx-xxx
Job No. File No. DIXIE RIVER ROAD
Scales WATER MAIN
PLAN 1"=200'
PROFILE Hor. N/A PROPERTY OF
Vert. N/A ELAM GROUP, LLC
CHARLOTTE, MECKLENBURG CO. NC
BPP JIBE SFM 02/07/20 Sheet Of
Drawn By Checked By Survey Supervisor 20 Date 2 2

ON
tea'
p ti
Q
tea` o `
a 0
e
�J� �Q0 ea�C �p� 46, e�G4vN 10' T C E
v
CALCULATED POINT
NC GRID NAD 83 (2011) —
NC GRID COORDINATES
N: 532406.40
E:1408004.28
2
/^ �
O�
��� O) �
Z
i
4
i
14115217
\
ALAN BUCH, WILLIAM L. MOWRY.
RAYMOND L. LANCASTER,
WILLIAM C. DAVIS,
\
CHRISTOPHER M. TURNER &
wife BRITTNEY W. TURNER,
22
BCCR PROPERTIES, LLC
E4 N/F
DB 21811 Pg 530
—10.00, 14115218
DB 21941 Pg 678
ALAN BUCH, WILLIAM L. MOWRY,\
DB 32681 Pg 001
RAYMOND L. LANCASTER,
WILLIAM C. DAVIS,
CHRI'TOPHER M. TURNER &
wife W. TURNER,
\
CPR'
BCCR' PROPERTIES, LLC
\
DB 21811 Pg 530
DB 21941 Pg 678
DB 32681 Pg 00181.
\
ss
>?�
N/F
DB 3649 Pg 297
DB 4958 Pg 308
i
i
i N/F
14115228
WAYNE P COOPER
14115221 TRUST COOPER
NGS MON. SADLER CHARITABLE REMAINDER
ELAM GROUP LLC DB 31103 P 649
NC GRID NAD 83 2011 9
NC GRID COORDINATES) DB 32D67 Pg 583 �1'� MB 59 P9 670
/ N: 529152.90 LINE BEARING DISTANCE
/ E:1405854.49 E1 N51'4812 W 30.69
CGF: 0,99984563 E2 N26'00 49 E 33.20 \
i
E3 S3539 09 E 19.12 -
E4 S38'21 47 E 00.90
E5 S26'00 49 W 29.68 LINE BARING ISTANC
CURVE RADIUSARC LENGTH CHORD LENGTH CHORD BEARING TCE2 S26.00 49 W 31.84 \
EC1 1015.00 458.07' 454.19 N38'56 32 E CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
EC2 985.00 443.74 440.00 S38.5510 W TCE1 975.00 439.27 435.57 S38'5514 W
e 14115225
21 , I LEON SIFFORD
G� 14 19
GRETCHEN MARSH JOHNSTON & g
HUNTER JOHNSTON McLAWHORN,
10.23' TRUSTEES OF THE CREDIT SHELTER
TRUST CREATED UNDER ITEM V OF
THE JOHN SIKES JOHNSTON �J
REVOCABLE TRUST AGREEMENT DATED
ti— JULY 14, 1994
,7. DB 9939 Pg 086
72, 8520 DIXIE RIVER RD
8
N/F ('J
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
14,317
0.329
TEMPORARY CONSTRUCTION EASEMENT
4,723
0.108
TOTAL AREA
350,528
8.047
AREA REMAINING
350,528
8.047
LEGEND
POINT
O
CALCULATED POINT
0
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE—
WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
Ce-
e-
TEMPORARY CONSTRUCTION EASEMENT
)0 50 0 100 200 300 400
i
HORIZONTAL SCALE:1 "=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDSI, Inc. `��r,ttClA
�N 0
;off..• •'Essi'
C 2 � an:i Surveyor L-5159 ••
S7EL
L— 5159
The surveyor's signature and seal must by in green to be :
original. If the signature and seal are not in green this map 'o,�
is a copy that may be presumed to contain unauthorized %� L1'•.q S, , �r�'�0�``
alterations................
• ...,_
Prepared by: .1"'! �nj t iFM
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 6126120 Revised water main alignment
Phone: [phone] No. Date Revision
LINE
BEARING
DISTANCE
L1
N2628 11 E
134.08
L2
S35'39 09 E
40.51
Notes'.
1. Tax Parcel ID - 14115219
2. Bearing base is referenced to INC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the INC VRS Network.
3. All distances are shown horizontal.
24
22
23 —-�
21
VICINITY MAP 20
CHARLOTTE CHARLOTTE WATER
4TER CHARLOTTE, NORTH CAROLINA
7031440005
xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No.
File No.
Scales
PLAN 1"=200'
PROFILE
Hor. N/A
PROPERTY
Vert. NIA
14115219
CHARLOTTE, MECKLENBURG CO. NC
BPP
JBE
SFM
0211212o
Of
Survey Supervisor
21
Q
IShaat
1
1
Drawn By
Checked By
Date

N,\Iblb
o�
e� 0-eo �° '• 169
�c �o
et�p n�60 ova ^,g ��', �•/
��Qpa,����° 10' TCE
r <G '�
/ 10.00'
NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N: 529152.90
E 1405854 49
CALCULATED POINT
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N:532756.37
E:1408317.79 0
J \ Iz
22
14115218
ALAN BUCH, WILLIAM L. MOWRY,
RAYMOND L. LANCASTER, WILLIAM C. DAVIS, \
��• CHRISTOPHER M. TURNER &
wife BRITTNEY W. TURNER,
Rom. BCCR PROPERTIES, LLC
DB 21811 Pg 530
\
DB 21941 Pg 678 678
DB 32681 Pg 001
CGF: 0.99984563 21 3
p6 8604 DIXIE RIVER RD
14115219
GRETCHEN MARSH JOHNSTON & 00•
HUNTER JOHNSTON McLAWHORN, r111
TRUSTEES OF THE CREDIT SHELTER
TRUST CREATED UNDER ITEM V OF
THE JOHN SIKES JOHNSTON
REVOCABLE TRUST AGREEMENT DATED
JULY 14, 1994
DB 9939 Pg 086
10.07' \
LINEI
DISTANCE
E1
N38'21 47 W
10.90
E2
N35'39 09 W
19.12
E3
S34.42 49 E
30.23
ICURVEI
RADIUS
IARG LENGTH
CHORD LENGTH
CHORD BLARING
EC1
1110115.001
184.72
184.47
N57'05 05 E
EC2
985.00
180.05
179.80
S57'03 43 W
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
10,273
0.236
TEMPORARY CONSTRUCTION EASEMENT
3,414
0.078
TOTALAREA
179,190
4.114
AREA REMAINING
179,190
4.114
LEGEND
POINT
LINE
O CALCULATED POINT
41 #5 REBAR FOUND
T TOTAL
AREA
Ir��
L� p.
EXISTING PROPERTY LINE
WATER LINE EASEMENT
WATER LINE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
50 25 0 50 100 150 200
I �
HORIZONTAL SCALE: 1"=100'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual Feld survey
made by LDSI, Inc. `\``tttClAff
NC P es Land Surveyor L-5169 Z L ••;�
L-5159
The surveyor's signature and seal must by in green to be 7 t
original. If the signature and seal are not in green this map Ci '••�
is a copy that may be presumed to contain unauthorized ��' t� CYO -f SuTrje OA`\
alterations. • •..,
Prepared by: ''��/ ,N t tE����``,
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 6126/20 Revised water main alignment
Phone: [phone],
No. I Date Revision
S�
9,•
F
m
to
�
z
a
0
°0 N/F
��1 • 14115225
LEON SIFFORD
y� DB 3649 Pg 297
DB 4958 Pg 308
5622
LINE BEARING 1 DISTANCE
L1 N35'39 09 W 40.51
ICURVEI RADIUS IARC LENGT CHORD LENGTH CHORD BEARING
TCE1 975.00 178.19 177.94 S57'03 46 W
Notes:
1. Tax Parcel ID - 14115218
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
S&&W>:d
IN
m
MAP
CHARLOTTE CHARLOTTE WATER
W jjTE R CHARLOTTE, NORTH CAROLINA
7031440005 1
Job No. I File No. DIXIE RIVER ROAD
Scales WATER MAIN
PLAN 1"=100'
PROFILE Hor. N/A PROPERTY
Vert. N/A 14115218
CHARLOTTE, MECKLENBURG CO. NC
BPP JIBE SIP Q 02/12/20 IShee
Drawn By Checked By Survey Supervisor 22 Date 1
Of
1

O
E
—
I E4
0
N /F
14115217
ALAN BUCH, WILLIAM L. MOWRY,
RAYMOND L. LANCASTER,
WILLIAM C. DAVIS,
CHRISTOPHER M. TURNER &
wife BRITTNEY W. TURNER,
BCCR PROPERTIES, LLC
DB 21811 Pg 530
10.08� DB 21941 Pg 678
DB 32681 Pg 001
S34'49'23"E S34'41'50"E--- 525.00'
149.57'(T)
10.07'
N34'42'49"W 556.70'(T)
CALCULATED POINT
' NC GRID NAD 83 (2011)
NC GRID COORDINATES
N: 532929.27
'E: 1408611.80
Ca
O Lo r—
I
I
I
LINE BEARING DISTANCE
TCE1 S62'17 54 W 75.16
LINE BEARING I DISTANCE
1-1 N61'58 51 E 75.00
LINE
BEARING
DISTANCE
E1
N62'17 54 E
75.09
E2
S34'49 23 E
30.23
E3
S62'17 54 W
75.14
E4
N34'42 49 W
30.23
-$NGS MON. SADLER
NC GRID NAD 83 (2011)
NC GRID COORDINATES
N: 529152.90
E: 1405854.49
CGF: 0.99984563
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,253
0.052
TEMPORARY CONSTRUCTION EASEMENT
751
0.017
TOTAL AREA
87,320
2.005
AREA REMAINING
87,320
2.005
LEGEND
2i11► l
0
CALCULATED POINT
0
#5 REBAR FOUND
T
TOTAL
LINE
EXISTING PROPERTY LINE
WLE
WATER LINE EASEMENT
AREA
®
WATER LINE EASEMENT
e
� L.
TEMPORARY CONSTRUCTION EASEMENT
50 25 0 50 100 150 200
HORIZONTAL SCALE: 1"=100'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
A
14115218
ALAN BUCH, WILLIAM L. MOWRY,
RAYMOND L. LANCASTER,
WILLIAM C. DAVIS,
CHRISTOPHER M. TURNER &
wife BRITTNEY W. TURNER,
BCCR PROPERTIES, LLC
DB 21811 Pg 530
DB 21941 Pg 678
DB 32681 Pg 001
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual Feld survey
made by LDSI, Inc. \`ClA
ESS
NCP tonal L4T Sury arL-5159 _ZQc
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map �9 (R-
is a copy that may be presumed to contain unauthorized �� [1 • S O�``�
alterations. CY I.1...1.1..
Prepared by: i,! �A t' V i'c �� ```��
LDSI, Inc. �l' V G
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925
Phone: [phone]
6126/20 Revised water main alignment
Date I Revision
'0
o A
14 15225
LEON SIFFORD
1 DB 3649 Pg 297
w DB 4958 Pg 308
8626 DIXIE
RI VER RD
10,
N
N
'1'47"W
5,00'
Notes:
1. Tax Parcel ID - 14115225
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE
W6TE R
7031440005 1 xxx-xx-xxx
PLAN 1"=100'
PROFILE NIA
Hor.
BPP I JBE
Drawn By I Checked
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
DIXIE RIVER ROAD
WATER MAIN
PROPERTY OF
LEON SIFFORD
CHARLOTTE, MECKLENBURG CO. INC
SFM Q 02/13/20 TheetOfSurvey Supervisor Date

N /F
14115214
I - LONGLEAF LLC
__% TDB 33646 Pg 358 \
\ / 15
Q
S � 141214
�� AROL SMITH
MARGARET SMITH
141?5217 s9� DB 11097 Pg 654
ALAN SUCH, WILLIAM L. MOWRY,
' RAYMOND L. LANCASTER,
�' , WILLIAM C. DAVIS,
NC GRID NAD 83 (2011)
CALCULATED POINTS CHRISTOPHER M. TURNER &
,
NC GRID COORDINATES wife BRITTNEY W. TURNER,
x N:532964.20 BCCR PROPERTIES, LLC
E: 1408678.32 �'� DB 21811 Pg 530
%c0 • ICJ ` �Q DB 21941 Pg 678
�j, DB 32681 Pg 001
N F S 8720 DIXIE RIVER RD
g / �� 101, 14115218 O
� /V tij- ALAN BUCH, WILLIAM L. �L
w ^� MOWRY, \\
NGS MON. SADLER RAYMOND L. LANCASTER\
WILLIAM C. DAVIS, S
NC GRID NAD 83 (2011) \ cs
NC GRID COORDINATES wife BRITTN M. TURNER &
N:529152.90 wife BRITTNEY W. TURNER, 00
E:1405854.49 BCCR PROPERTIES, LLC
30
CGF: 0.99984563 21 \ DB 21811 Pg N/F DB 21941 Pg 678
678
1411 DB 32681 Pg 001 '
GRETCHEN MARSH JOHNSTON &
HUNTER JOHNSTON McLAWHORN, '
TRUSTEES OF THE CREDIT
\ SHELTER TRUST CREATED UNDER
ITEM V OF THE JOHN SIKES
` JOHNSTON REVOCABLE TRUST
\AGREEMENT DATED JULY 14, 1994
DB 9939 Pg 086
LINE
BEARING
DISTANCE
TCE1
S2742 O6 E
40.00
TCE2
S62-17 54 W
106.77
," 16)
�oaa.
1 vx -'-Z E ,
N /F
14115225
LEON SIFFORD
DB 3649 Pg 297
DB 4958 Pg 308
LINE
IBEARING
DISTANCE
`
`
E1
N62'17 54 E
101.77
E2
S27'42 06 E
30.00
E3
S62'17 54 W
98.02
ILINEIBEARING
I DISTANCE
E4
N34'49 23 W
30.23
1-1
N3449 23 W
149.57 T
AREA TABLE
AREAS
SgFt
ACRES
WATER LINE EASEMENT
2,997
0.069
TEMPORARY CONSTRUCTION EASEMENT
1,374
0.032
TOTALAREA
431,806
9.913
AREA REMAINING
431,806
9.913
LEGEND
POINT
0 CALCULATED POINT
w #5 REBAR FOUND
T TOTAL
LINE
EXISTING PROPERTY LINE
—WLE WATER LINE EASEMENT
AREA
WATER LINE EASEMENT
e �'�jI TEMPORARY CONSTRUCTION EASEMENT
L�p.J
100 50 0 100 200 300 400
HORIZONTAL SCALE:1"=200'
This map was prepared for the purpose of right-of-way or easement acquisition
only and is not intended to be a boundary survey of the property shown.
I, J. Brian Elliott, certify that this map was drawn
under my supervision from an actual field survey
made by LDSI, Inc. 0
``^I,I lA i
.� `off Q��• ..f., 0���:
KAM
NC essi Land Sury r L-51 ' 2:. SE L •,�
L-5159
The surveyor's signature and seal must by in green to be
original. If the signature and seal are not in green this map Ci ' ( A
is a copy that may be presumed to contain unauthorized A, •9� r�,�(:��Iv'�
alterations. �� " ,�*jj '.............. '"C �••'v ��
Prepared by:
LDSI, Inc.
201 West 29th St.,
Charlotte, NC 28206
License No. C-1925 1 1 6/26/20 Revised water main alignment
Phone: [phone]
No. I Date Revision
N /F
14115226
BROWN THOMPSONI
RUBY THOMPSON
DB 4723 Pg 892
/ N /F
14115227
WAYNE P COOPER
DB 4190 Pg 683
MB 59 Pg 670
/V�61
F228
C� WAYNE P COOPER
TRUST COOPER
CHARITABLE REMAINDER
DB 31103 Pg 649
MB 59 Pg 670
Notes:
1. Tax Parcel ID - 14115217
2. Bearing base is referenced to NC NAD83 (2011) Grid derived by
Real Time Kinematic GPS observations using Trimble R8 Receivers
and the NC VRS Network.
3. All distances are shown horizontal.
CHARLOTTE CHARLOTTE WATER
W&E R CHARLOTTE, NORTH CAROLINA
7031440005
1 xxx-xx-xxx
DIXIE RIVER ROAD
WATER MAIN
Job No.
File No.
Scales
PLAN 1"=200'
PROFILE Hor. N/A
PROPERTY
Vert. N/A
14115217
CHARLOTTE, MECKLENBURG CO. NC
BPP
JBE
SFM
02/13/20
sheet
Of
I
Survey Supervisor
A
1
1
Drawn By
Checked By
Date

9
Updated Jurisdictional
Determination Request
Information

i}lll(1Gl%I%7itJ1,r_r ! `'_ c���
LEGEND
Tributary
%/ Wetland
Data ••Fil �i i;\cam
s_ Jy - \ } i
h
int
Photo location and direction
Project boundary study limits
41
Project Boundary
Limits of Study
15 acres)
tit
MA
IM
1' •
Wetlands and Environmental Planning Group
Leonard S. Rindner, PLLC.
len. ri [e-mail]
[phone]
www.wetiands-epg.com
Mr
0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Dixie River Road Water Main City/County: Charlotte/Mecklenburg Sampling Date: 01/31/23
Applicant/Owner: Charlotte Water State: NC Sampling Point: DP1:w11dBD
Investigator(s): WEPG Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 1 %
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.17306 Long:-80.98583 Datum: WGS84
Soil Map Unit Name: MO: Monacan loam NWI classification: PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data Point #1 (DP1) is representative of Wetland BD. Conditions were "Wetter than Normal' compared to the 30 year normal range. (Antecedent
Precipitation Tool for 01/31/23).
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
—Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1: WtIdBD
Absolute
Uominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acer rubrum
35
Yes
FAC
Number of Dominant Species
2.
Platanus occidentalis
15
Yes
FACW
That Are OBL, FACW, or FAC: 6 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 8 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 75.0% (A/B)
7.
Prevalence Index worksheet:
50
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
25 20% of total cover:
10
OBL species 5 x 1 = 5
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 40 x 2 = 80
1.
Acer rubrum
30
Yes
FAC
FAC species 80 x 3 = 240
2.
Liquidambar styraciflua
10
Yes
FAC
FACU species 40 x 4 = 160
3.
Platanus occidentalis
10
Yes
FACW
UPL species 0 x 5 = 0
4.
Elaeagnus angustifolia
10
Yes
FACU
Column Totals: 165 (A) 485 (B)
5.
Sambucus nigra
5
No
FAC
Prevalence Index = B/A = 2.94
6.
Ligustrum sinense
5
No
FACU
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is !-3.0'
70
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
35 20% of total cover:
14
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
15
Yes
FACU
'Indicators of hydric soil and wetland hydrology must
2.
Juncus effusus
10
Yes
FACW
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Ligustrum sinense 5 No FACU
4.
Boehmeria cylindrica
5
No
FACW
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Persicaria sagittata
5
No
OBL
more in diameter at breast height (DBH), regardless of
6.
Allium vineale
5
No
FACU
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
45
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
23 20% of total cover:
9
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP1: WtIdBD
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type
LoC2
Texture Remarks
0-4
7.5YR 4/2
80
7.5YR 4/6 20 C
M
Loamy/Clayey Prominent redox concentrations
4-10
7.5YR 5/2
70
7.5YR 4/6 30 C
M
Loamy/Clayey Prominent redox concentrations
10-20
7.5YR 4/4
70
7.5YR 4/2 30 D
M
Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix. MS=Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
X Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soil
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
X Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
X Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Dixie River Road Water Main
Applicant/Owner: Charlotte Water
City/County: Charlotte/Mecklenburg Sampling Date: 01/31/23
State: NC Sampling Point: DP2: Upld
Investigator(s): WEPG Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.17301 Long:-80.98538
Soil Map Unit Name: MO: Monacan loam NWI classification:
Slope (%): 2%
Datum: WGS84
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data Point #2 (DP2) is located approximately 20m east of Data Point #1 (DP1) and Wetland BD. Conditions were "Wetter than Normal' compared
to the 30 year normal range. (Antecedent Precipitation Tool for 01/31/23).
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
_ Drainage Patterns (1310)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2: Upld
Absolute Uominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Liquidambar styraciflua
25 Yes
FAC
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 3 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 50.0% (A/B)
7.
Prevalence Index worksheet:
25 =Total Cover
Total % Cover of: Multiply by:
50% of total cover:
13 20% of total cover:
5
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 10 x 2 = 20
1.
Liquidambar styraciflua
30 Yes
FAC
FAC species 55 x 3 = 165
2.
Platanus occidentalis
10 Yes
FACW
FACU species 30 x 4 = 120
3.
UPL species 0 x 5 = 0
4.
Column Totals: 95 (A) 305 (B)
5.
Prevalence Index = B/A = 3.21
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is !-3.0'
40 =Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20 20% of total cover:
8
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Allium vineale
15 Yes
FACU
'Indicators of hydric soil and wetland hydrology must
2.
Lonicera japonica
10 Yes
FACU
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
25 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
13 20% of total cover:
5
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
5 Yes
FACU
2.
3.
4.
5
Hydrophytic
5 =Total Cover
Vegetation
50% of total cover:
3 20% of total cover:
1
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP2: Upld
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
% Color (moist) % Type LoC2
Texture Remarks
0-3
7.5YR 3/2
100
Loamy/Clayey
3-10
7.5YR 4/4
100
Loamy/Clayey
10-20
7.5YR 4/4
75 7.5YR 4/2 25 D M
Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix. MS=Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al 2)
—Sandy Mucky Mineral(S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soil
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

Photo Point 1: View of Beaverdam Creek (facing downslope).
Date/Time: 2023:01:31 - 13:39:00 Direction: 1501 Coordinates: 35.17306,-80.98600
..W-EP-
Wetlands and Environmental Planning Group
Dixie River Road Watermain: Landscape Photographs
Mecklenburg County, INC
Leonard 5. Rindner, PLLC.

Photo Point 3: View of Wetland BD.
Date/Time: 2023:01:31 - 13:46:00 Direction: 3101 Coordinates: 35.17294,-80.98559
..W-EP-
Wetlands and Environmental Planning Group
Dixie River Road Watermain: Landscape Photographs
Mecklenburg County, INC
Leonard 5. Rindner, PLLC.

Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
2022-M-m2
20291- 01-101
2023-01-31
Daily Total
30-Day Rolling Total
30-Year Normal Range
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
2022
2022
2022
2022
2022
2022
2023
2023
2023
2023
2023
2023
Coordinates
35.17306,-80.98583
Observation Date
2023-01-31
Elevation (ft)
572.6
Drought Index (PDSI)
Not available
WebWIMP HZO Balance
Wet Season
Figure and tables made by the
Antecedent Precipitation Tool
Version 1.0
•
Written by Jason deters
U.S. Army Corps of Engineers
30 Days Ending
301h °/pile (in)
701h °/pile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2023-01-31
2.55
4.029528
5.681103
Wet
3
3
9
2023-01-01
2.518898
3.909055
4.555118
Wet
3
2
6
2022-12-02
2.249213
3.63937
5.818898
Wet
3
1
3
Result
I
I
I
I
I
I
I Wetter than Normal - 18
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation A
Weighted A
Days (Normal)
Days (Antecedent)
CHARLOTTE DOUGLAS AP
35.2236,-80.9553
728.018
3.894
155.418
2.358
11353
89
LAKE WYLIE 2.4 NNW
35.1415,-81.0718
599.081
5.323
26.481
2.537
0
1

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Conservation
Easement
Information

((b CITY OF CHARLOTTE
ciiA111110111.
B
I
L CITY OF CHARLOTTE AP
L P.O. BOX 37979
CHARLOTTE, NC 28237-7979
T COCAP@CHARLOTTENC. GOV
O
V NCDEQ
E DIVISION OF MITIGATION SERVICE
N 1652 MAIL SERVICE CTR
D RALEIGH, NC 27699-1652
O MAUREEN.HOLLINS [e-mail]
u
Purchase Order
Fiscal Year 2020 Page 1 of 1
THIS NUMBER MUST APPEAR ON ALL INVOICES,
PACKAGES AND SHIPPING PAPERS.
Pur
Order#e 20014440
IF A CONTRACT # IS PROVIDED BELOW, ALL
PURCHASES MADE UNDER THIS PO ARE SUBJECT TO
THE TERMS AND CONDITIONS THEREIN:
Contract #
All invoices must be mailed to [e-mail]
S
H CLTW Engineering Division
1 5100 Brookshire Blvd
P Charlotte, NC 28216
T
O
Vendor Phone Number
Vendor Fax Number
Requisition Number
Buyer
Delivery Reference
919-707-8200
20399
96887
Chuck Bliss, 704-391-5095
Date Ordered
Vendor Number
Date Required
Days To Net
Freight Method/Terms
Department/Location
01/17/2020
5711
30
FOB DELIVERED
CLTW-Engineering-Capital
Line#
Description/Part No.
Qty
UOM
Unit Price
Extended Price
7031 NCDEQ Beaverdam Creek Easement Release
1
Invoice # INV-005572 Mitigation recovery payment for
Beaverdam Creek project partial release of conservation
1.0
EACH
$53,616.30
$53,616.30
easement area
Purchase Order # must be referenced on all invoices.
This instrument has been preaudited in the manner required
by the Local Government Budget and Fiscal Control Act
ZBy By
Chief P curement Officer Rnance Officer
Total Ext. Price $53,616.30
PO Total $53,616.30

Terms and Conditions
The Terms and Conditions listed below will govern all matters relating to the goods and services provided by you or your company
(the "Vendor") to the City of Charlotte (the "City") under this purchase order ("PO"). Additional terms and conditions stated on the
face of this PO shall take precedence over any conflicting terms and conditions stated below. Any terms and conditions not stated
on the face of this PO but incorporated by reference therein shall be binding only if provided or signed by the City and attached
hereto. In the event that a binding written contract signed by both the Vendor and the City exists, the terms and conditions of that
contract shall supersede any conflicting terms and conditions below or on the face of this PO.
1. If Vendor refuses to accept this PO exactly as written, Vendor will return it at
once with explanation.
2. The City will not be responsible for any goods or services delivered without a PO.
Vendor will deliver invoices to the City only at the address shown on the face of
this PO. Vendor will send separate invoices for each PO number.
3. No boxing, packing, cartage, or shipping charges will be allowed by City unless
specifically authorized on the face ofthis PO.
4. Any cash discount period to City will date from City's receipt of the invoice or
from the date of the receipt of goods, whichever is later.
5. Unless "FOB Origin" is stated on the face of this PO, the risk of loss of and
damage to goods that are the subject of this PO remain on Vendor until the
goods are (a) delivered to the destination set out in this PO and (b) accepted by
the City.
6. The City may inspect all products or service deliverables prior to acceptance.
Payment does not constitute acceptance. The City's failure to accept or reject
products or services shall not relieve Vendor from liability for products or services
that are defective or do not meet specifications. Rejected products shall be
returned to Vendor at Vendors risk and expense.
7. Vendor warrants that the products and services furnished pursuant to this PO
shall: (a) comply with all federal, state, and local laws applicable thereto; (b)
satisfy all requirements set forth on the face of this PO and any applicable
documentation incorporated herein; (c) meet industry standards and be suitable
for the purpose intended; (d) be of merchantable quality; and (e) be free from
defects in title, labor, material, or fabrication.
8. The City may terminate this PO for convenience at any time by providing ten (10)
days' written notice to Vendor. The City may terminate this PO or any part thereof
effective immediately upon the giving of written notice of termination for cause if
Vendor violates or fails to deliver or perform any covenant, provision, obligation,
term, or condition contained in this PO, or if the City determines that Vendor will
not be able to deliver or perform due to insolvency or other reason.
9. Vendor will defend, indemnify, and save the City harmless from any and all loss,
damages, costs, fees, and expenses incurred on account of any and all claims,
suits, or judgments alleging that any product or service provided under this PO
violates any patent, copyright, trade secret, trade name, or any other intellectual
property right of any nature.
10. If any product provided hereunder is alleged to be defective in any respect
whatsoever, Vendor will defend, indemnify and save City harmless from all loss,
damages, costs, fees, and expenses incurred by reason of such allegation or
defect, including without limitation all liability arising from any accidents, injuries,
or damages to persons or property that may result in whole or in part from such
product.
11. If Vendor performs services or constructs, erects, inspects, or delivers
hereunder, Vendor will indemnify and save harmless the City from all loss,
damages, costs, fees, or expenses incurred in connection with any accidents,
injuries, or damages to persons or property that are alleged to have resulted in
whole or in part from the performance thereof.
12. Vendor agrees not to release any advertising or other materials using the City's
trademark, quoting the opinion of any City employee, or implying in any way that
the City endorses Vendor or its products or services.
13. Vendor represents and warrants that no federal or state statute or regulation or
municipal ordinance has been or will be violated in the manufacture, sale, or
delivery of any product or service sold and delivered hereunder and if such
violation is alleged, Vendor will indemnify and save the City harmless from all
loss, penalties, fees, costs, and expenses resulting in whole or in part from such
violation or allegation.
14. E-Verify Requirements: Vendor shall comply with the requirements of Article 2 of
Chapter 64 of the North Carolina General Statutes, and shall require each of its
subcontractors to do so as well.
15. Except as required by law, any information or data of the City or its suppliers or
subcontractors that Vendor receives access to in connection with this PO shall
be kept as confidential proprietary information of the City and not divulged or
made available to any individual or organization without City's prior written
approval. Such information or data will be the sole property of the City and not
Vendor. Access to "Restricted Data' (as defined by the City's Restricted Data
Policy) is subject to execution of a confidentiality agreement by Vendor.
16. All intellectual property, including, but not limited to, patentable inventions,
patentable plans, copyrightable works, trademarks, service marks, and trade
secrets invented, developed, created, or discovered in performance of this PO
shall be the property of the City.
17. Vendor agrees to comply with the Non -Discrimination Policy set forth in Chapter
2, Article V of the Charlotte City Code, which is available for review at http://
library.municode.con/index.aspx?clientld=19970 and incorporated herein by
reference. Vendor consents to be bound by the award of any arbitration
conducted thereunder.
18. Vendor agrees to provide Payment Affidavits as required by Part D, Section 9 of
the Charlotte Business Inclusion Policy, which is available at http://charmeck.org/
city/charlotte/CharlotteBusinesslnclusion/Pages/default.aspx and incorporated
herein by reference.
19. Vendor shall pay all sales or use taxes that are or become due in connection with
any products or services provided hereunder, and shall indemnify and save
harmless the City from any damages, costs, fees, expenses, or penalties on
account of such taxes. Vendor may charge the City only for those taxes that are
applicable to the goods and/or services being provided under this PO.
20. Vendor shall secure, before delivery of any goods or services hereunder,
Commercial General Liability insurance in an amount not less than $1,000,000
bodily injury each occurrence/aggregate and $1,000,000 property damage each
occurrence/aggregate, or $1,000,000 bodily injury and property damage
combined single limits each occurrence/aggregate, with the City listed as
additional insured. Vendor shall produce an insurance certificate evidencing such
coverage upon request by the City.
21. 21. In addition to the insurance required in the preceding paragraph, if Vendor
performs services hereunder, Vendor shall secure, before delivery of such
services (1) Workers' Compensation Insurance meeting State of North Carolina
statutory requirements with $100,000 per accident limit, $500,000 disease per
policy limit, $100,000 disease each employee limit, providing coverage for
employees and owners; and (2) Commercial Automobile Liability Insurance with
limits of no less than $1,000,000 bodily injury each person, each accident and
$1,000,000 property damage, or $1,000,000 combined single limit each
occurrence/aggregate, with the City listed as additional insured, provided that if
Vendor will operate a vehicle on the Charlotte Douglas International Airport
airfield, coverage limits for Commercial Automobile Liability Insurance shall be
raised to $5,000,000 for each of the above categories. Evidence of commercial
automobile coverage is necessary only if vehicles are used in the provision of
services under this PO. Vendor shall produce an insurance certificate evidencing
such coverage upon request by the City.
22. The City may at any time insist upon strict compliance with these Terms and
Conditions notwithstanding any previous custom, practice, or course of dealing.
23. The Terms and Conditions as stated in this PO govern in event of conflict with
any terms of Vendors proposal, and are not subject to change by reason of any
written or verbal statements by Vendor or by any terms stated in Vendors
acknowledgment unless accepted in writing by the City.
24. This PO is governed by North Carolina law. Any legal actions arising from this
purchase order shall be brought in Mecklenburg County, North Carolina.
25. Vendor certifies that: (a) it is not identified on the Final Divestment List or any
other list of prohibited investments created by the NC State Treasurer pursuant
to N.C.G.S. 147-86.58; (b) it has not been designated by the NC State Treasurer
pursuant to N.C.G.S. 147-86.81 as a company engaged in the boycott of Israel;
and (c) it will not take any action causing it to appear on any such list during the
term of this PO.
26. Because this PO may be partially or fully paid from federal funds, the City's
"Federal Contract Terms and Conditions Exhibit," accessible at [insert webpage],
is incorporated into and made part of this PO. The incorporated federal terms
include without limitation the provisions required by 2 C.F.R. § 200.326 and 2
C.F.R. Part 200, Appendix II; Equal Employment Opportunity (41 C.F.R. Part 60);
Davis -Bacon Act (40 U.S.C. 3141-3148); Copeland "Anti -Kickback" Act (40
U.S.C. 3145); Contract Work Hours and Safety Standards Act (40 U.S.C.
3701-3708); Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water
Pollution Control Act (33 U.S.C. 1251-1387); Debarment and Suspension
(Executive Orders 12549 and 12689); Byrd Anti -Lobbying Amendment (31
U.S.C. 1352); Procurement of Recovered Materials (2 C.F.R. § 200.322); and
Record Retention Requirements (2 C.F.R. § 200.324). Additional federal terms
may apply for certain agencies or grants.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretrery
TIM BAUMCARTNER
Diteator
Chuck Bliss, PE
Engineering Division Manager
Charlotte Water Department
5100 Brookshire Blvd.
Charlotte, NC 28216
NORTH CA.ROLINA
Environmental Quality
December 18, 2019
Project: Beaverdam Creek Easement Release — CLT Water
PO # 20014440
Invoice # INVO05572
Expiration of Acceptance: 6/18/2020
County: Mecklenburg
The NCDEQ Stewardship Program has evaluated your request to modify a conservation easement and, after
consultation with the Inter -agency Review Team, has agreed to allow a partial release of easement area
contingent upon the acceptance of a mitigation recovery payment by the Division of Mitigation Services. The
purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for the impact as indicated in the table below.
River Basin Impact Location Impact Type Impact Quantity
_ (8-digit HUC) _
Catawba 03050101 Warm Stream 34
Based on the information submitted in the Contingent Consent to Partial Release of Easement Area letter
dated November 21, 2019, the payment amount has been calculated as follows:
Invoice # Stream Credits Rate per credit Total Amount Due
INV-005572 34 $525.65 x 3 $53,616.30
This payment amount expires in 60 days. Checks should be made payable and sent as follows:
US Mail: Physical Address for UPS/FedEx:
NCDEQ NCDEQ
Division of Mitigation Services OR Division of Mitigation Services
1652 Mail Service Center 217 West Jones St., Suite 3000A
Raleigh, NC 27699-1652 Raleigh, N.C. 27603
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone].
Sincerely,
vacw �57
Ja es. Stanfill
Ass anagement Supervisor
cc: Dale Stewart, agent
North Carolina Department of Environmental Qoafity I Division of Midgetlotr Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 2709-1652
919.707.8976

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Threatened & Endangered Species ~
Report

WEPG
Wetlands and Environmental Planning Group
Leonard S. Rindner, PLLC.
Threatened / Endangered / Protected Species
Evaluation
Dixie River Road Watermain
Mecklenburg County, North Carolina
For:
Land Design
223 N Graham Street
Charlotte, NC 28202
N
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC, 28216
Jeff Levi
Biologist
Wetlands & Environmental Planning Group
Field Evaluated. September, October 2019, August 2020 & January
31, 2023
March 16, 2023
Charlotte Office: www.wetlands-epg.com Asheville Office:
10612-D Providence Rd. 1070 Tunnel Rd., Bldg. I
PMB 550 Suite 10, PMB 283
Charlotte, NC 28277 Asheville, NC 28805
[phone]
[e-mail]

Dixie River Road Watermain — Threatened/ Endangered/ Protected Species Evaluation
GENERAL LANDSCAPE DESCRIPTION:
The Dixie River Road Watermain site is approximately 15 acres and is located
East and North of Dixie River Road, south from Sadler Road to Berewick
Elementary school, and West 1-485 in Charlotte, Mecklenburg County, North
Carolina (Figure 1). It can be found on the Charlotte West, NC USGS
Topographic Quadrangle Map at a latitude of 35.17295 N and longitude of
80.98629 W (Figure 2). The site consists of alluvial forest and open caopy areas
along Dixie River Road. The topography is relatively low sloped with the
elevation ranging from approximately 580 to 720 feet.
Figure 1:
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened/ Endangereal/Protected Species Evaluation
Figure 2:
METHODOLOGY:
The US Fish and Wildlife Service's online database was referenced to determine
the occurrence of Threatened, Endangered and Protected species for
Mecklenburg County, North Carolina, the results of which are listed below (Table
1). Maps and aerial photographs were assembled and the site was investigated
in September, October, 2019, August 2020, and January 2023.
WEPG 2
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened /Endangered /Protected Species Evah{ation
Table 1: Threatened / Endangered / Protected Species listed for
Mecklenburg County
County: Mecklenburg, NC
*Source: US Fish & Wildlife Service (USFWS)
**Data search in September 2019; August 2020; , �aC search January 2023 (listed
species on IPaC shown in Blue).
Group
Name
Status
Record Status
Invertebrate
Carolina
Endangered
Current
Heelsplitter
(Lasmigona
decorata
Invertebrate
Rusty -patched
Endangered
Historic
Bumble Bee
Bombus affinis
Vascular Plants
Smooth
Endangered
Current
Coneflower
(Echinacea
laevi ata
Vascular Plants
Schweinitz's
Endangered
Current
Sunflower
(Helianthus
schweinitzii
Vascular Plants
Michaux's Sumac
Endangered
Current
Rhus michauxii
Vertebrate
Northern Long-
Threatened
Probable/Potential
Eared Bat (Myotis
se tentrionalis
Vertebrate
Bald Eagle
Protected under
Current
(Haliaeetus
the Bald and
leucocephalus)
Golden Eagle
Protection Act
WEPG
Wetlands and Environmental Planning Group
Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened/ Endangered/ Protected Species Evaluation
SPECIES DESCRIPTIONS:
Three plant species with federal protection are listed as potentially occurring in
Mecklenburg County:
• Schweinitz's Sunflower (Helianthus schweinitzii), listed as Federally
Endangered, is typically found in open habitats which historically have
been maintained by wildfires and grazing bison and elk herds. Now most
occurrences are limited to roadsides, woodland and field edges, and utility
rights -of -way (ROW).
• Smooth Coneflower (Echinacea laevigata), listed as Federally
Endangered, is typically found in open woods, cedar barrens, roadsides,
clear cuts, dry limestone bluffs and power line rights -of -way, requiring
abundant sunlight and little competition from other plant species.
• Michaux's Sumac (Rhus michauxii), listed as Federally Endangered,
requires habitat of sandy forests and woodland edges. This species
requires periodic fire as a part of its ecology.
Four animal species with federal protection are listed as potentially occurring in
Mecklenburg County:
• Bald Eagle (Haliaeetus leucocephalus), protected by the Bald and
Golden Eagle Protection Act, typically inhabits forested areas near large
bodies of open water such as lakes, marshes, seacoasts and rivers,
where there are suitable fish populations and tall trees for nesting and
roosting.
• Carolina Heelsplitter (Lasmigona decorata), listed as Federally
Endangered, is restricted to cool, clean, well -oxygenated water. Stable,
silt- free stream beds are required for this species. Typically stable areas
occur where the stream banks are well -vegetated with trees and shrubs.
• Northern Long-eared Bat (Myotis septentrionalis), listed as Federally
Threatened. During summer, northern long-eared bats roost singly or in
colonies underneath bark, in cavities, or in crevices of both live and dead
trees. Males and non -reproductive females may also roost in cooler
places, like caves and mines. It has also been found, rarely, roosting in
structures like barns and sheds. Northern long-eared bats spend winter
hibernating in caves and mines, called hibernacula.
• Rusty -patched Bumble Bee (Bombus affinis), listed as Federally
Endangered, live in colonies that include a single queen and female
workers. Rusty -patched Bumble Bees historically occupied grasslands
WEPG 4
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened/ Endangereal/Protected Species Evaluation
and tallgrass prairies. Bumble bees need areas that provide nectar and
pollen from flowers, nesting sites (underground and abandoned rodent
cavities or clumps of grasses), and overwintering sites for hibernating
queens (undisturbed soil).
RESULTS:
The site is characterized by open powerline right -of ways, maintained roadside
open area including residential lawns, and alluvial forest along Beaverdam
Creek. Most of the site is managed to prevent the establishment of large woody
species.
The open areas represented by powerline right-of-ways and roadside edges do
not have a traditional canopy as they are managed to avoid large woody species.
The often stunted subcanopy includes loblolly pine (Pinus taeda), Virginia pine
(Pinus virginiana), sweet gum (Liquidambar styraciflua), eastern red cedar
(Juniperus virginana), winged elm (Ulmus alata), yellow poplar (Liriodendron
tulipifera), oak (Quercus spp.), kousa dogwood (Corpus kousa), and eastern
redbud (Cercis canadensis). Shrubs include blackberry (Rubus sp.), winged
sumac (Rhus copallinum), strawberry bush (Euonymus americans), autumn olive
(Elaeagnus umbellate), Chinese privet (Ligustrum sinense), groundsel tree
(Baccharus halimifolia), shrubby St. John's -wort (Hypericum sp.), multiflora roase
(Rosa multiflora), and giant cane (Arundinaria gigantea). Vines include, wild
grape (Vitis sp.), wisteria (Wisteria sp.), trumpet creeper (Campsis radicans),
greenbrier (Smilax spp.), poison ivy (Toxicodendron radicans), and Japanese
honeysuckle (Lonicera japonica). Herbs include St. John's -wort (Hypericum sp.),
yellow crownbeard (Verbesina occidentalis), wingstem (Verbesina alternifolia),
plantain (Plantago sp.), Japanese stilt grass (Microstegium vimineum),
bushclover (Lespedeza sp.), dog fennel (Eupatorium capillifolium), goldenrod
(Solidago spp.), tick trefoil (Desmodium sp.), Queen Anne's lace (Daucus
carota), mullein (Verbascum thapsis), pokeweed (Phytolacca americans), aster
(Aster spp.), fireweed (Erechtites hieraciifolius), jimsonweed (Datura
stromonium), beef steak plant (Perilla frutescens), milkweed (Asclepius sp.), heal
all (Prunella vulgaris), white snakeroot (Ageratina altissima), wild onion (Allium
sp.), rabbit tobacco (Pseudognaphalium obtusifolum), Brazilian vervain (Verbena
brasiliensis), thoroughwort (Eupatorium spp.), dock (Rumex spp.), partridge pea
(Chamaecrista sp.), camphorweed (Heterotheca sp.), ragwort (Packera sp.),
elephants foot (Elephantopus sp.), ragweed (Ambrosia artemisiifolia), fleabane
(Erigeron sp.), yucca (Yucca filamentosa), plantain (Plantago sp.), nightshade
(Solanum sp.), beggar ticks (Bidens sp.), ironweed (Vernonia sp.), three seeded
mercury (Acalypha rhomboidea), thistle (Cirsium sp.), Christmas fern
(Polystichum acrostichoides), ebony spleenwort (Asplenium platyneuron),
assorted grasses, black-eyed susan (Rudbeckia sp.), Maximilian sunflower
(Helianthus maximilianii), and small -headed sunflower (H. microcephalus).
WEPG 5
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened/ Endangereal/Protected Species Evaluation
The piedmont alluvial forest is located along Beaverdam Creek. The canopy
supports American sycamore (Platanus occidentalis), green ash (Fraxinus
pennsylvanica), red maple (Acer rubrum), sweet gum, elm (Ulmus spp.), and
yellow poplar. The subcanopy supports sourwood (Oxydendrum arboretum),
black cherry (Prunus serotina), winged elm, hornbeam (Carpinus caroliniana),
painted buckeye (Aescu/s sy/vatica), American holly (lex opaca), and
transgressives. Shrubs include silky dogwood (Cornus amomum), tag alder
(Alnus serrulata), paw paw (Asimina triloba), multiflora rose, giant cane, dense
areas of autumn olive, and Chinese privet. Vines include Japanese honeysuckle,
trumpet creeper, and cross vine (Bignonia capreolata). Herbs include Japanese
stilt grass, river oats (Chasmanthium /atifolium), jewelweed (Impatiens sp.),
camphor pluchea (Camphor pluchea), primrose willow (Ludwigia sp.), grape fern
(Botrychium sp.), Christmas fern, sensitive fern (Onoc/ea sensibilis), and netted
chain fern (Woodwardia areolata).
Threatened & Endangered/Protected Species Results
• All potential habitats for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac along woodland edges, roadside edges, and powerline
right-of-ways were closely examined. No individuals of Schweinitz's
sunflower, smooth coneflower, or Michaux's sumac were observed.
• There is no suitable habitat for bald eagles in the project area. No bald
eagles were sighted during the survey nor were any nests or nesting
activity observed.
• Streams on site do not appear to have the habitat characteristics required
to support populations of the Carolina heelsplitter, and they have not been
reported to occur in this portion of the watershed. No mussels were
observed during the survey nor would any be expected on -site.
• Comparing this site location to the USFWS Asheville office's website
(http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html) it
appears that the site meets the `exempt' criteria which requires no further
action under section 7 or section 9 of the Endangered Species Act for the
northern long eared bat.
• Comparing this site location to the USFWS Range Map for Rusty -patched
Bumble Bee
(https://www.fws.gov/m idwest/endangered/insects/rpbb/rpbbmap. htm I)
Mecklenburg County is in its Historic Range, and as such, Section 7
consultation is not needed. WEPG concludes that Rusty -patched Bumble
Bee is not present.
WEPG 6
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Dixie River Road Watermain — Threatened/ Endangered/ Protected Species Evaluation
RECOMMENDATIONS:
Based on the results of the field evaluation the review of available data, we see
no potential for a `Take' to occur to any of the protected species discussed within
this report. WEPG did not identify any protected species occurring on the subject
property. No further investigation of the presence of protected species on this
site is recommended at this time.
Respectfully submitted,
Jeff Levi
Biologist
March 16, 2023
7
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC.

Cultural Resources
Report

R.S. Webb & Associates
Cultural Resource Management Consultants
2800 Holly Springs Parkway, Suite 200 • P.O. Drawer 1319
Holly Springs, Georgia 30142
Phone: [phone] • Fax: [phone]
December 8, 2020
Mr. Jeff Levi
Leonard S. Rindner, PLLC
Wetlands & Environmental Planning Group
3714 Spokeshave Lane
Matthews, North Carolina 28105
Subject: Findings - Cultural Resources Survey
Dixie River Road Water Main Extension Corridor
Mecklenburg County, North Carolina
R.S. Webb & Associates No. 18-649-105
Dear Mr. Levi:
BACKGROUND
During September 2019 and March 2020, R.S. Webb & Associates conducted a cultural resources
survey for the proposed Dixie River Road water main extension corridor in Mecklenburg County,
North Carolina (Figure 1). The water main extension extends approximately 4,328 meters (m)
(14,200 feet) along Dixie River Road; the field survey was confined to the east or north side of the
road and covered a width of approximately 15 in (50 feet) (Figure 1). For this study, a "cultural
resource" is defined as a discrete area of human activity that is more than 50 years old. Cultural
resources include, but are not limited to, archeological sites, historic structures, military earthworks,
mines/mining features, historic cemeteries, and historic landscape features. The purpose of the
current study was to determine if previously recorded cultural resources are located within the project
corridor, to survey the project corridor for cultural resources, and assess land use history and
potential post -depositional effects on cultural resources.
METHODOLOGY
Literature and Records Search: Archival sources and background data on the project corridor were
gathered from the following repositories:
North Carolina Office of State Archeology (OSA), Raleigh, North Carolina
The North Carolina Historic Preservation Office GIS Web Service (HPOWEB, found at
http://gls.ncdcr.gov/hpoweb/)
North Carolina Maps Project, found at http://www2.lib.unc.edu/dc/ncmaps/
Records at the OSA, including the official files and maps, were examined, followed by a review of
the pertinent site forms, and manuscript/report files. The HPOWEB GIS database used to determine
if National Register of Historic Places (NRHP) eligible/listed properties and/or Mecklenburg County
historic structures are located within or near the project area. Historic maps and aerial photographs
were examined for features including trails, roads, structures, and cemeteries. Historic county maps
were reviewed at the North Carolina Maps website (web.lib.unc.edu/nc-maps/), historicaerials.com

Findings - Cultural Resources Survey, Dixie River Road Water Main Extension Corridor Page 2
December 8, 2020
and Alabama Maps(alabamamaps.ua.edu/historicalmaps/index.html). Aerial photography was
reviewed at historicaerials.com, Earth Explorer (earthexplorer.usgs.gov/) and GoogleEarth.
The following sources were examined to search for historic resources within and adjacent to the
project corridor:
• 1891 Official Military Atlas of the Civil War (Davis et al. reprinted, 1983)
• 1910 USDA Mecklenburg County Soil Map
• 1911 Commissioner's Map of Mecklenburg County
• 1912 Post Office Department Map of Mecklenburg County
• 1938 and 1953 State Highway and Public Works Commission Maps ofMecklenburg County
• 1960, 1968 and 1978 aerial photographs of Mecklenburg County
• 1949, 1968, 1981 and 1993 Charlotte West, NC 7.5-Minute USGS quadrangles
• 1993-2018 Google Earth aerial photography
Field Survey: The field survey was designed to focus on areas with a moderate to high probability
of containing prehistoric and/or historic resources. The Project Archeologist walked a survey
transect along the proposed water main corridor on the north or east side of Dixie River Road
between the existing water main/pump station at Berewick Elementary School/Recreation Center
(southeastern project terminus), west then north to Sadler Road (Figure 1). Surface exposure, such
as graded, cut/filled or eroded areas, were examined for artifacts and surface features. To monitor
subsurface conditions, screened shovel tests were excavated on moderate to high probability
landforms such as ridge tops, ridge spurs, saddles or gentle slopes or areas associated with cultural
features such as historic structures or historic vegetation. In areas where the ground surface was
obscured by pavement, contained underground utilities, had been graded, or slope in excess of 15
percent was encountered, the corridor was walked but no shovel tests were excavated. Shovel testing
involved the excavation of 30-by-30-centimeter (cm) pits, and screening the soils through 0.64-cm
hardware cloth to enhance the recovery of artifacts.
Survey coverage, as depicted in Figures 2a and 2b, shows that shovel test stations were visited at
approximately every 30 in, which approximates a Phase I -level sampling interval. For the northern
half of the study corridor, shovel tests were excavated at nearly all of the shovel test stations. In the
southern half of the corridor, all test stations were visited but many were not shovel tested due to
severe disturbance.
RESULTS
Literature and Records Search
Previous Archeological Investigations: According to the records on file at the OSA, there have been
numerous cultural resources management projects performed within 1.6 kilometers (km) of the
project corridor. At least six of these projects took place within 600 in of the project area (Figure
1).
In 1984, an alternate route for the Charlotte Outer Loop highway passed partially through the proj ect
corridor (Hargrove 1984); in 2009 the preferred alternative for the Gaston East-West Connector
appears to have covered the northern half of the current proj ect corridor (Bradley et al. 2010) (Figure
1). The survey boundaries for this latter study do not appear on official OSA maps, but the

Findings - Cultural Resources Survey, Dixie River Road Water Main Extension Corridor Page 3
December 8, 2020
boundaries are shown on site forms for archeological sites identified and recorded during the project.
OSA records show six archeological sites being recorded within 300 m of the current project corridor
during these two surveys (Figure 1).
Two tracts and a stream corridor are identified on OSA maps within 300 m of the south/east end of
the current project corridor. No survey reports or archeological sites appear to be associated with
these tracts and they may be tracts identified during environmental review processing.
A large -tract survey that encompassed the southeast end of the project corridor has been surveyed
at least one time, but no survey report documentation was located or reviewed regarding this project
(Figure 1). According to the OSA database, five archeological sites within this tract are within 300
m of the current study corridor.
PreviousArchitecturallnvestigations: According to SHPO personnel, the North Carolina HPOWEB
database is the definitive source of all architectural survey information for Mecklenburg County.
National Register of Historic Places: There is one NRHP-listed historic property, one determined -
eligible historic property, and two local landmark properties located within 1.6 km of the current
study corridor. All of these properties are located near the Shopton community, 1.4 km or more east
of the project corridor.
Previously Recorded Archeological Sites: According to OSA records, there are a multitude of
recorded archeological sites located within 1.6 km of the project corridor, two of which may lie
within or partially within the study corridor (31MK1104, and 31MK1105) and one within about 50
m of the corridor (31MK1103); eight other sites are located within 300 m of the study corridor
(Figure 1). The sites within or near the study corridor consist of an historic/prehistoric isolated find
(31MK1103), a 20th century artifact scatter (31MK1104), and a Woodland period artifact scatterwith
an historic isolated find (31MK1105). All three sites were recommended ineligible for the NRHP
(Bradley et al. 2010).
Mecklenburg County Historic Resources: According to the North Carolina HPOWeb database, there
are 33 previously recorded historic resources located within 1.6 km of the project area. Two
recorded historic resources are located within 300 m of the project corridor (MK1370 and MK 2843),
but no structures appear to be within or abutting project corridor (Figure 1). At the time of this
literature search, the only information on HPOWEB regarding resource MK1370 is that it is a house
surveyed in 1987/1988. The HPOWEB database indicates that resource MK2843 is a 1945 side -
gable cottage recommended ineligible for the NRHP in 2008. Based on review of Google Earth
serial aerial photography, MK1370 and MK2843 are longer present by 1993 (MK1370) and 2012
(MK2843).
Revolutionary War Actions/Features: After capturing Savannah, Georgia (December 1778) and
Charleston, South Carolina (May 1780), Sir Henry Clinton returned to New York and left Charles,
Lord Cornwallis with just more than 8,000 troops to conquer North Carolina. Following victory at
Camden, South Carolina, the British aimed to occupy Charlotte and restore the Royal government
there. However, resistance to Cornwallis' movement was substantial, and it took his army 17 days
to march the 70 miles from Camden to Charlotte (primarily via Providence Road, eight miles east

Findings - Cultural Resources Survey, Dixie River Road Water Main Extension Corridor Page 4
December 8, 2020
of the current study corridor). Upon Cornwallis' arrival at Charlotte on October 3, 1780, the rebels
constantly harassed his foraging parties, captured his scouts, and captured or killed his messengers.
As a result, it took nearly a week for Cornwallis to learn of the defeat of his left wing at King's
Mountain. Following a series of small skirmishes around Charlotte (none were located near the
project corridor), Cornwallis abandoned this first attempt to subdue North Carolina, calling the
vicinity a "hornet's nest" of rebellion. Cornwallis retreated to Winnsborough, South Carolina and
again made an attempt at North Carolina the following campaign season (1781), but in the second
attempt he bypassed the Charlotte area to the west and north. An event of Cornwallis' second
attempt was the battle of Cowan's Ford, approximately 15 miles north of the project area, which was
fought on February 1, 1781 (Lewis 2011; Powell 1989).
Civil War Actions/Features: Review of the Official Military Atlas of the Civil War (Davis et al.
1983) revealed that no significant Civil War military activity occurred in present Mecklenburg
County, North Carolina. Union General William T. Sherman, following the capture of Columbia,
South Carolina on February 17, 1865, moved north to the vicinity of Lancaster County, South
Carolina, but his army then turned northeast and moved toward Laurel Hill and Fayetteville, North
Carolina, thus bypassing the project region (Davis et al. 1983).
Historic Cemeteries: Historic maps and aerial photographs reviewed show no cemeteries located
within 800 m of the project corridor.
Structures on Historic Maps and Aerial Photographs: A review of early to middle 201h century maps
and middle to late 20th century aerial photographs indicate that the portion of Dixie River Road
within the study corridor was straightened or realigned in its southwest area, where many structures
also appeared (Figure 1). However, the overall course of the road is unchanged and no obvious or
major modifications to the road have occurred since 1951. Aerial photographs taken in 1951 show
that cultivation was in practice all along the west portion of the study corridor. As the road turned
eastward and crossed Beaverdam Creek, the surrounding land was mostly in woods as of that time.
Field Survey
Physical Setting: Most of the study corridor (and Dixie River Road) follows a broad generally north -
south -trending ridge until the southern section of the corridor turns east, crosses Beaverdam Creek
and extend along a prominent ridge spur at the southeastern terminus of the study corridor (Figure
1). Elevations along the study corridor range from 174 m above mean sea level (AMSL) in the
floodplain of Beaverdam Creek to 216 m AMSL on the high ridge at the northern end of the project
corridor. The majority of the study corridor traverses largely undeveloped, wooded terrain (Photos
1 and 2), though approximately 20 percent of the proposed project area interfaces with residential
areas (Photos 3 and 4).
Land Use: Because the project corridor closely parallels Dixie River Road, most if not all of the
study corridor has been impacted to some degree by road -related construction/improvement since
at least the late 19t` century. This would be in addition to 19' and early 201h century agriculture -
related impacts and associated severe erosion.

Findings - Cultural Resources Survey, Dixie River Road Water Main Extension Corridor Page 5
December 8, 2020
Field Survey: As a result of the current study the Project Archeologist visited 124 shovel test
locations and excavated screened shovel tests 68 of these stations. At 56 locations shovel tests were
not excavated due to pavement, severe disturbance or slope.
Soils within the survey corridor include Cecil sandy clay loam, Monacan loam, and Pacolet sandy
loam [McCachren 1980; (Figure 3)]. Shovel test data collected during the current study revealed 5
to 20 cm of humus or plowzone over red clay subsoil. Plowzone soils consist of reddish-brown/red
loam, clay loam or silty clay loam, sometimes mixed with humus; occasionally, only a mantle of
humus was observed over the subsoil (Table 1). Cultural features or deposits were discovered as a
result of the survey effort.
Archeological Resources: No prehistoric or historic archeological sites were recorded during the
current field survey. Previously recorded Sites 31MK1103, 31MK1104 and 31MK1105 were not
relocated during the current survey, suggesting that these resources are not located within the study
corridor or are of such low density that they were detected during the current study.
Historic Architecture: No historic structures were recorded within the area of potential impacts for
this project.
SUMMARY AND CONCLUSIONS
Background research for the current study revealed that a number of archeological and historic
resources have been recorded in the study vicinity. Three archeological sites (31MK1103,
31MK1104, and 31MK1105) have been recorded within or adjacent to the project corridor and all
were considered ineligible for the NRHP. No recorded historic structures are known to be within
or adjacent to the study corridor.
No archeological or historic resources were recorded as a result of the current field survey. Given
the intensity of subsurface sampling, the significant level of disturbance within the study corridor
due to early agricultural use, erosion and improvements to Dixie River Road, it appears unlikely that
the Dixie River Road water main extension project, as proposed, will adversely impact properties
eligible for the NRHP.
CLOSING COMMENTS
Mr. Levi, we appreciate the opportunity to work with you on this project. If you have any questions
or comments, please contact me at 770-345-0706.
Sincerely,
R.S. WEBB & ASSOCIATES
kaj it."r
Robert S. (Steve) Webb
President and Senior Principal Archeologist
Attachments: Figures 1-3; Photos 1-4; Table 1

Findings - Cultural Resources Survey, Dixie River Road Water Main Extension Corridor Page 6
December 8, 2020
REFERENCES
Bradley, D.M., B. Hall, L. Lautzenheiser, R. Patterson and S.E. Bamann
2010 Archeological Survey and Evaluation of Detailed Study Alternative 9 (Recommended
Route) Proposed Gaston East-West Connector, Gaston and Mecklenburg Counties, North
Carolina. North Carolina Department or Transportation, Raleigh, North Carolina.
Davis, G.B., L.J. Perry and J.W. Kirkley, compiled by C.D. Cowles
1983 Atlas to Accompany the Official Records of the Union and Confederate Armies. Reprint
of the 1891-1895 edition. The Fairfax Press, NY.
Hargrove, T.
1984 Unknown Report Title (Charlotte Outer Loop Survey). Unknown Affiliation.
Lewis, J.D.
2011 The American Revolution in North Carolina. Internet -Online. Found at:
http://www.carolana.com /NC/Revolution/. Accessed December 2015.
McCachren, C.M.
1980 Soil Survey of Mecklenburg County, North Carolina. U.S. Department of Agriculture -
Soil Conservation Service. Washington, DC.
Powell, W.S.
1989 North Carolina Through Four Centuries. University of North Carolina Press, Chapel
Hill and London.

A Structure on Early-to-Mid-20th Century Maps
and Mid-20th Century Aerial Photographs
■ Recorded Historic Resource
*Recorded Archeological Site
---Road on Early-to-Mid-20th Century Maps
and Mid- 20th Century Aerial Photographs
= Previous Cultural Resource Project
Map Reference: 7.5-Minute USGS Quadrangles Scale
Belmont (1993) and 0 610 meters
Charlotte West (1993), NC
0 2000 feet
Figure 1 Project Area Location, Previous Projects and Recorded Cultural Resources

1-10 / Transect 1
11-26
21-30
31-40
f.7'�+ � � � `� �'; 'T. A•' � ^ ���'� K�, t��?'fir �¢'�•:• �
•�f' ',S� lip �•..►. �••
,.� ,,.: ��: is - y •. . •
41-53
f
04
Survey Transect
0 Shovel Test, Negative
y .. Shovel1 Excavated

;lk jch Line ;�' x '}'�; tip.. •;. ;,,. N
54-60 r t ti
Transect 1
`r
■
71-80
81-90
„ + r ,w,, ,
� r1
Transect 2
1-10
`"r rr1.rf
Survey Transect
0 Shovel Test,
" + r ?rr •
r �r� •
w+.:, 11-20 •
Negative rt �'•='r 21-33
.'`,. •fir ti' .-
Shovel Test, Not Excavated
r

Map Reference: Google Earth (2018)
Figure 3 Soil Map of Project Corridor
Scale
457 meters
1500 feet

•. ._..:. ••lip .-
�• } �:�'-�. P .y't� it i I g�i � .� •� - '- 77
. •,3. ,
i 1

Photo 3 - Project Corridor Traversing Residential Landscape Along the Southern Portion of
Dixie River Road, Facing East
Photo 4 - Project Corridor Traversing Residential Landscape Along the Southern Portion of
Dixie River Road, Facing South

Table 1. Project Shovel Test Log
Transect
Shovel
Test
Soils Depths/Colors/Textures
1
1
0-10 cm mixed reddish-brown/red humus/loam over red clay
2-3
0-15 cm mixed reddish-brown/red humus/loam over red clay
4
0-5 cm mixed reddish-brown/red humus/loam over red clay
5
0-10 cm mixed reddish -brown humus/clay loam over red clay
6
0-5 cm mixed reddish -brown humus/clay loam over red clay
7
0-12 cm mixed reddish -brown humus/clay loam over red clay
8
0-5 cm mixed reddish -brown humus/clay loam over red clay
9
0-16 cm reddish -brown humus/clay loam over red clay
10
No excavation. Driveway.
11
0-12 cm reddish -brown clay loam over red clay
12
0-15 cm reddish -brown clay loam over red clay
13
Clay at surface.
14
0-12 cm reddish -brown humus/clay loam over red clay
15
0-10 cm reddish -brown silty clay loam over red clay
16
0-12 cm reddish -brown clay loam over red clay
17
No excavation. Steep slope.
18-22
0-10 cm grayish-brown/reddish-brown clay loam over red clay
23
0-5 cm humus over red clay
24
0-12 cm humus over red clay
25-26
0-12 cm humus over red clay
27-28
0-10 cm humus over red clay
28.5
0-15 cm humus over red clay
29
0-5 cm humus over red clay
30
No excavation. Driveway.
31-35
0-10 cm humus over red clay
36-41
0-12 cm humus over red clay
42-45
0-10 cm grayish-brown/reddish-brown humus/loam over red clay
46
0-5 cm grayish-brown/reddish-brown humus/loam over red clay
47
0-12 cm grayish-brown/reddish-brown humus/loam over red clay
48
0-15 cm grayish-brown/reddish-brown humus/loam over red clay
49
0-14 cm grayish-brown/reddish-brown humus/loam over red clay
50
0-15 cm grayish-brown/reddish-brown humus/loam over red clay
51
0-5 cm reddish -brown silty clay loam over red clay
52
0-10 cm reddish -brown silty clay loam over red clay
53-54
0-14 cm reddish -brown silty clay loam over red clay
55
0-17 cm reddish -brown silty clay loam over red clay
56
0-12 cm reddish -brown silty clay loam over red clay
57
0-18 cm reddish -brown silty clay loam over red clay
58-59
0-20 cm reddish -brown silty clay loam over red clay
60
0-18 cm reddish -brown silty clay loam over red clay
61
0-10 cm reddish -brown humus/clay loam over red clay
62-72
No excavation. Existing roadside corridor.
73-74
0-10 cm reddish -brown humus/clay loam over red clay
75
0-12 cm reddish -brown humus/clay loam over red clay
76
No excavation. Driveway.
77-79
No excavation. House lot.
80-81
No excavation. Power easement.
82-86
No excavation. House lot.
87-88
No excavation. Graded area.
89
No excavation. Parking lot.
90
0-10 cm graded mixed clays
2
1
0-12 cm reddish -brown humus/clay loam over red clay

Transect
Shovel
Test
Soils Depths/Colors/Textures
2-3
No excavation. Graded area.
4-5
No excavation. Graded area/treeline.
6-15
No excavation. Graded area.
16
No excavation. Steep slope.
17
0-14 cm reddish -brown silty clay over red silty clay
18-20
No excavation. Steep slope/drainageway.
21
0-5 cm reddish -brown rocky clay loam over red clay
22
0-5 cm reddish -brown silty clay over red clay
23-28
No excavation. Graded area.
29
0-5 cm red humus/clay over red clay
30-33
No excavation. Graded area.